Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
NV_Structural Analysis Passing_BS33XC083_05.10.12
Structural Analysis Report Structure :199 ft Valmont Monopole ATC Site Name :Northampton Landfill MA, MA ATC Site Number :15035 Proposed Carrier :Sprint Nextel Carrier Site Name :Town Dump / American Tower Carrier Site Number :BS33XC083 County :Hampshire Eng. Number :49255522 Date :May 1, 2012 * Usage :90% Portholes Required :No Result :Pass Submitted by: Worth L. Godwin III Project Engineer American Tower Engineering Services 400 Regency Forest Drive Cary, NC 27518 Phone: 919-468-0112 Eng. Number 49255522 May 1, 2012 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 199 ft. Valmont Monopole located near the intersection of Westhampton Rd. and Glendale Rd., Florence, MA 01062, Hampshire County (ATC Site No. 15035). The tower was originally designed and manufactured by Valmont (Drawing No. DD0848Z, dated June 24, 2000). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. Basic Wind Speed:95 mph (3-Second Gust) Radial Ice:40 mph (3-Second Gust) w/ 1” ice Code:TIA-222-G / 2009 IBC / Mass. State Building Code, 8th Ed. Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. (ft)Qty Antennas Mount Coax Carrier 197.0 6 Andrew DB980H80E-M Low Profile Platform (6) 1 5/8”Sprint Nextel 6 6.7" x 10.7" TTA186.0 6 72" x 12" Panel Low Profile Platform (12) 1 5/8”T-Mobile 6 Kathrein 800 10122 12 Kathrein 860 10025175.0 6 Powerwave TT19-08BP111-001 (12) 1 5/8” 1 Andrew SBNH-1D6565C 6 Ericsson RRUS-11 800 MHz 1 Powerwave P65-17-XLH-RR170.0 1 Raycap DC6-48-60-18-8F Low Profile Platform (1) 10 mm (2) 19.7 mm (1) 3” Conduit AT&T Mobility 145.0 1 Telewave ANT150F2 Side Arm (1) 7/8” Town of Northampton 3 Antel BXA-171085-8BF-EDIN-X 3 Antel BXA-70063/4CF 6 Antel LPA-80063/4CF142.0 6 RFS FD9R6004/2C-3L Low Profile Platform (12) 1 5/8”Verizon 135.0 3 RFS APXV18-206517 (6) 1 5/8” Youghiogheny 120.0 1 Ericsson ML18.12 M HP (1) 1/2” 116.0 1 Ericsson ML180.6 MM HP (1) 3/8” 114.0 1 Ericsson ML180.6 MM HP Flush (1) 3/8” AT&T Mobility Eng. Number 49255522 May 1, 2012 Page 2 Proposed Antennas Elev. (ft)Qty Antennas Mount Coax Carrier 3 Alcatel-Lucent 1900MHz RRH (65MHz) 3 Alcatel-Lucent 800 MHz RRH 3 RFS APXVSPP18-C-A20 3 Alcatel-Lucent ALU 800MHz External Notch Filter 3 RFS IBC1900HB-2 1 Alcatel-Lucent MPR e 6 Alcatel-Lucent 1900MHz RRH 197.0 1 RFS SB2-107AMPT Low Profile Platform (3) 1 1/4” Hybriflex Cable (1) CAT5 73.0 1 PCTEL GPS-TMG-HR-26N Stand-Off (1) 1/2” Sprint Nextel Install proposed coax inside monopole. Results The maximum structure usage is: 90% Pole Reactions Original Design Reactions Original Design Reactions x 1.35 Current Analysis Reactions % Of Design x 1.35 Moment (ft-kip)5136.1 6933.7 5766.8 83 Axial (kips)54.6 73.7 63.7 86 Shear (kips)39.1 52.8 42.9 81 (*) Original Design Reactions factored by 1.35 per TIA-222-G The structure base reactions resulting from this analysis are acceptable when compared to the reactions shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway Antenna Elevation (ft)*Deflection (ft)Sway/Rotation (°) 197 ft 4.03 2.10 * Values from analysis per TIA-222-G standards with a basic wind speed of 60 mph. Conclusion Based on the analysis results, the structure meets the requirements per the TIA-222-G standard and the 2009 IBC / Mass. St. Building Code, 8th Ed. The tower and foundation can support the existing and proposed antennas with the transmission line distribution as described in this report. If you have any questions or require additional information, please call 919-466-5527. Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: --Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. --Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Job Information Pole : Description : Location : Height : Client : Shape : 15035 199' Valmont Monopole Sprint Nextel Northampton Landfill MA, MA 16 Sides 198.92 Taper:0.183078(in/ft)(ft) 0.00 Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. Base Elev (ft): Code:ANSI/TIA-222 Rev G Struct Class :II C 1Topo : Exposure : Sections Properties Section (ft) LengthShaft Diameter (in) Accross Flats (in)Top Thick Length (in) Overlap Steel Grade (ksi)Bottom Joint Type Taper (in/ft) 1 52.000 49.68 59.20 0.438 0.000 650.183078 2 36.000 45.16 51.75 0.375 87.000 65Slip Joint 0.183078 3 35.917 40.49 47.07 0.344 80.000 65Slip Joint 0.183078 4 52.917 32.48 42.17 0.281 73.000 65Slip Joint 0.183078 5 47.167 25.22 33.85 0.219 61.000 65Slip Joint 0.183078 Discrete Appurtenance Attach (ft)DescriptionQtyElev Force Elev (ft) 197.000 Alcatel-Lucent 1900MHz RRH6197.000 197.000 MPR e1197.000 197.000 Alcatel-Lucent ALU 800MHz3197.000 197.000 Alcatel-Lucent 800 MHz RRH3197.000 197.000 Alcatel-Lucent 1900MHz RRH 3197.000 197.000 RFS SB2-107AMPT1197.000 197.000 RFS IBC1900HB-23197.000 197.000 RFS APXVSPP18-C-A203197.000 197.000 Low Profile Platform1197.000 197.000 Decibel DB980H80E-M6197.000186.000 6.7" x 10.7" TTA6186.000 186.000 Low Profile Platform1186.000 186.000 72" x 12" Panel6186.000 170.000 Andrew SBNH-1D6565C1170.000 170.000 Raycap DC6-48-60-18-8F1170.000 170.000 Ericsson RRUS-11 800 MHz6170.000 170.000 Powerwave P65-17-XLH-RR1170.000 170.000 Powerwave TT19-08BP111-0016175.000 170.000 Kathrein 860 1002512175.000 170.000 Kathrein 800 101226175.000 170.000 Flat Low Profile Platform1170.000 145.000 Side Arms1145.000 145.000 Telewave ANT150F21147.500 142.000 Antel BXA-70063/4CF3142.000 142.000 Antel BXA-171085-8BF-EDIN-X3142.000 142.000 RFS FD9R6004/2C-3L6142.000 142.000 Low Profile Platform1142.000 142.000 Antel LPA-80063/4CF6142.000 135.000 RFS APXV18-2065173135.000 120.000 Ericsson ML18.12 M HP1120.000 116.000 Ericsson ML180.6 MM HP1116.000 114.000 Ericsson ML180.6 MM HP1114.000 73.000 Stand-Off173.000 73.000 PCTEL GPS-TMG-HR-26N173.000 Linear Appurtenance Elev (ft) From DescriptionTo Exposed To Wind 5.000 73.000 1/2" Coax No 5.000 114.0 3/8" Coax No 5.000 116.0 3/8" Coax No 5.000 120.0 1/2" Coax No 5.000 135.0 1 5/8" Coax No 5.000 142.0 1 5/8" Coax No 5.000 145.0 7/8" Coax No 5.000 170.0 10 mm Cable No 5.000 170.0 19.7 mm Cable No 5.000 170.0 3" Conduit No 5.000 175.0 1 5/8" Coax No 5.000 186.0 1 5/8" Coax No 5.000 197.0 1 1/4" Hybriflex No 5.000 197.0 1 5/8" Coax No 5.000 197.0 CAT5 No Load Cases 1.2D + 1.6W 95.00 mph with No Ice 0.9D + 1.6W 95.00 mph with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 40.00 mph with 1.00 in Radial Ice 1.0D + 1.0W 60.00 mph Serviceability Moment Shear Axial Load Case Reactions (Kips)(Kips)(Kip-ft) 1.2D + 1.6W 5766.83 42.93 63.74 0.9D + 1.6W 5677.61 42.90 47.78 1.2D + 1.0Di + 1.0Wi 1116.57 7.88 104.95 1.0D + 1.0W 1426.81 10.70 53.18 Dish Deflections Attach Elev (ft)Load Case RotationDeflection (deg)(in) 1.0D + 1.0W 114.00 16.264 1.404 1.0D + 1.0W 116.00 16.859 1.433 1.0D + 1.0W 120.00 18.083 1.488 Pole :5/1/2012 8:51:12 PMCode: 1Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Bottom Slip TaperD/tW/tIxAreaElevDiaD/tW/tIxAreaElevDiaWeightJointJointFyThickLengthSect RatioRatio(in^4)(sqin)(ft)(in)(lb)Len (in)Type(ksi)(in)(ft)Info (in/ft)RatioRatio(in^4)(sqin)(ft)(in) Top Shaft Section Properties 52.000 650.4375 59.201-16 0.00 49.6813,336 52.000.00 82.01 35775.4 68.72 21052.425.32 135.31 113.5521.00 0.183078 36.000 Slip650.3750 51.752-16 87.00 45.167,047 80.7544.75 61.47 20501.0 53.58 13580.725.86 138.02 120.4422.37 0.183078 35.917 Slip650.3438 47.073-16 80.00 40.495,822 110.0074.08 51.24 14136.9 44.03 8969.525.65 136.94 117.8121.84 0.183078 52.917 Slip650.2813 42.174-16 73.00 32.485,985 156.83103.92 37.59 8333.9 28.89 3786.228.24 149.96 115.5121.38 0.183078 47.167 Slip650.2188 33.855-16 61.00 25.223,284 198.92151.75 23.47 3354.9 17.45 1377.629.19 154.77 115.2921.34 0.183078 Shaft Weight 35,474 (ft)CaAaCaAaWeight No Ice Ice (lb)(sf)Factor Discrete Appurtenance Properties Elev(ft)Description Weight(lb)(sf)CaAa CaAaFactor DistanceFrom Face (ft) VertEcc Qty Attach Alcatel-Lucent 1900MHz RRH197.00 44.00 3.800 0.67 0.67 0.0000.00060.00 0.000Alcatel-Lucent 1900MHz RRH 197.00 60.00 2.770 0.67 0.67 0.0000.00030.00 0.000 Alcatel-Lucent 800 MHz RRH197.00 53.00 2.490 0.67 0.67 0.0000.00030.00 0.000 Alcatel-Lucent ALU 800MHz197.00 8.80 0.780 0.67 0.67 0.0000.00030.00 0.000Decibel DB980H80E-M197.00 8.50 3.800 0.75 0.75 0.0000.00060.00 0.000Low Profile Platform197.00 1500.00 21.700 1.00 1.00 0.0000.00012,390.00 48.073 MPR e197.00 13.00 0.920 1.00 1.00 0.0000.00010.00 0.000 RFS APXVSPP18-C-A20197.00 57.00 8.260 0.82 0.82 0.0000.00030.00 0.000RFS IBC1900HB-2197.00 40.00 1.310 0.50 0.50 0.0000.00030.00 0.000RFS SB2-107AMPT197.00 26.50 5.390 1.00 1.00 0.0000.00010.00 0.0006.7" x 10.7" TTA186.00 9.90 0.700 0.50 0.50 0.0000.000646.40 1.110 72" x 12" Panel186.00 45.00 8.400 0.75 0.75 0.0000.0006325.24 9.942 Low Profile Platform186.00 1500.00 21.700 1.00 1.00 0.0000.00012,384.45 47.909Andrew SBNH-1D6565C170.00 66.10 11.440 0.75 0.50 0.0000.0001445.02 13.706Ericsson RRUS-11 800 MHz170.00 54.00 2.940 0.50 0.50 0.0000.0006184.36 3.434Flat Low Profile Platform170.00 1500.00 26.100 1.00 1.00 0.0000.00012,376.53 51.929 Kathrein 800 10122170.00 59.50 7.610 0.82 0.82 5.0000.0006324.51 9.404 Kathrein 860 10025170.00 1.20 0.180 0.50 0.50 5.0000.0001219.07 0.489Powerwave P65-17-XLH-RR170.00 59.00 11.460 0.75 0.75 0.0000.0001419.33 13.725Powerwave TT19-08BP111-170.00 16.00 0.640 0.50 0.50 5.0000.000659.04 1.041 Raycap DC6-48-60-18-8F170.00 31.80 1.470 1.00 1.00 0.0000.0001167.41 3.110Side Arms145.00 150.00 6.300 1.00 1.00 0.0000.0001247.40 9.573 Telewave ANT150F2145.00 13.00 1.230 1.00 1.00 2.5000.0001107.58 2.710Antel BXA-171085-8BF-EDIN-X142.00 15.00 4.770 0.88 0.88 0.0000.0003190.07 6.460Antel BXA-70063/4CF142.00 9.90 5.160 0.76 0.76 0.0000.0003180.85 6.011 Antel LPA-80063/4CF142.00 20.00 7.000 0.93 0.93 0.0000.0006307.95 7.557 Low Profile Platform142.00 1500.00 21.700 1.00 1.00 0.0000.00012,360.90 47.211RFS FD9R6004/2C-3L142.00 3.10 0.370 0.50 0.50 0.0000.000624.31 0.695RFS APXV18-206517135.00 26.40 5.170 0.80 0.80 0.0000.0003196.62 6.834Ericsson ML18.12 M HP120.00 170.00 15.860 1.00 1.00 0.0000.0001680.65 18.747 Ericsson ML180.6 MM HP116.00 90.00 3.960 1.00 1.00 0.0000.0001261.45 5.469 Ericsson ML180.6 MM HP114.00 90.00 3.960 1.00 1.00 0.0000.0001261.16 5.466PCTEL GPS-TMG-HR-26N73.00 0.60 0.090 1.00 1.00 0.0000.000116.09 0.397Stand-Off73.00 200.00 3.500 1.00 1.00 0.0000.0001633.05 8.047 9294.70 34Number of Loadings :Totals 106 22,313.34 (ft)(ft) Linear Appurtenance Properties Description From Elev To Elev To Wind Exposed Exposed Width (in) Pole :5/1/2012 8:51:12 PMCode: 2Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : 0.00 N5.00 197.00 (3) 1 1/4" Hybriflex 0.00 N5.00 197.00 (6) 1 5/8" Coax 0.00 N5.00 197.00 (1) CAT5 0.00 N5.00 186.00 (12) 1 5/8" Coax 0.00 N5.00 175.00 (12) 1 5/8" Coax 0.00 N5.00 170.00 (1) 10 mm Cable 0.00 N5.00 170.00 (1) 19.7 mm Cable 0.00 N5.00 170.00 (1) 3" Conduit 0.00 N5.00 145.00 (1) 7/8" Coax 0.00 N5.00 142.00 (12) 1 5/8" Coax 0.00 N5.00 135.00 (6) 1 5/8" Coax 0.00 N5.00 120.00 (1) 1/2" Coax 0.00 N5.00 116.00 (1) 3/8" Coax 0.00 N5.00 114.00 (1) 3/8" Coax 0.00 N5.00 73.00 (1) 1/2" Coax Pole :5/1/2012 8:51:12 PMCode: 3Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : (lb) Weight Description (in) Thick Dia (in) Area (in^2) Ix (in^4) W/t Ratio Ratio Segment Properties (Max Len : 5 ft) Seg Top Elev (ft)(ksi)(in3) D/t F'y SFlat 0.00 0.4375 59.200 135.3125.3235,775.482.010 0.073.9 1185.5.00 0.4375 58.285 133.2224.9134,129.480.733 1,384.474.4 1148.10.00 0.4375 57.369 131.1324.4932,534.679.455 1,362.774.9 1112. 15.00 0.4375 56.454 129.0424.0830,990.478.178 1,341.075.3 1076.20.00 0.4375 55.538 126.9423.6629,495.876.900 1,319.275.8 1041. 25.00 0.4375 54.623 124.8523.2428,050.075.623 1,297.576.3 1007.30.00 0.4375 53.708 122.7622.8326,652.374.345 1,275.876.7 973.435.00 0.4375 52.792 120.6722.4125,301.873.068 1,254.077.2 940.1 40.00 0.4375 51.877 118.5821.9923,997.771.790 1,232.377.7 907.4 Bot - Section 244.75 0.4375 51.007 116.5921.6022,801.170.576 1,150.578.1 876.945.00 0.4375 50.961 116.4821.5822,739.270.513 112.378.2 875.350.00 0.4375 50.046 114.3921.1621,525.569.235 2,224.478.6 843.7Top - Section 152.00 0.3750 50.430 134.4825.1618,952.959.878 878.474.1 737.2 55.00 0.3750 49.881 133.0224.8718,335.959.221 607.974.4 721.1 60.00 0.3750 48.965 130.5724.3817,337.458.126 998.375.0 694.565.00 0.3750 48.050 128.1323.9016,375.957.031 979.675.5 668.570.00 0.3750 47.135 125.6923.4115,450.655.936 961.076.1 643.073.00 0.3750 46.585 124.2323.1214,912.655.279 567.776.4 627.9 Bot - Section 374.08 0.3750 46.387 123.7023.0114,721.455.042 203.376.5 622.5 75.00 0.3750 46.219 123.2522.9214,560.954.841 330.976.6 618.080.00 0.3750 45.304 120.8122.4413,705.953.746 1,783.977.2 593.4Top - Section 280.75 0.3438 45.854 133.3924.9413,057.949.905 264.574.3 558.6 85.00 0.3438 45.076 131.1324.4912,399.549.052 715.574.9 539.6 90.00 0.3438 44.160 128.4723.9611,653.848.048 826.075.5 517.795.00 0.3438 43.245 125.8023.4310,938.547.044 808.976.1 496.2100.0 0.3438 42.330 123.1422.9010,253.246.040 791.976.7 475.1Bot - Section 4103.9 0.3438 41.613 121.0522.499,736.745.254 608.477.1 459.0 105.0 0.3438 41.414 120.4822.379,597.145.036 304.677.3 454.6 110.0 0.3438 40.499 117.8121.848,969.544.033 1,387.277.9 434.4Top - Section 3110.0 0.2813 41.061 146.0027.457,686.736.587 0.171.5 367.2114.0 0.2813 40.329 143.3926.937,280.035.930 493.572.1 354.1115.0 0.2813 40.146 142.7426.807,180.735.766 122.072.2 350.9 116.0 0.2813 39.963 142.0926.677,082.235.602 121.472.4 347.6 120.0 0.2813 39.231 139.4926.156,697.334.945 480.173.0 334.9125.0 0.2813 38.315 136.2325.516,236.134.124 587.673.7 319.3130.0 0.2813 37.400 132.9824.865,796.633.302 573.674.4 304.0 135.0 0.2813 36.484 129.7224.215,378.232.481 559.675.2 289.2140.0 0.2813 35.569 126.4723.564,980.531.660 545.675.9 274.7 142.0 0.2813 35.203 125.1723.314,827.031.331 214.376.2 269.0145.0 0.2813 34.654 123.2122.924,602.830.838 317.376.6 260.5150.0 0.2813 33.738 119.9622.274,244.830.017 517.777.4 246.8 Bot - Section 5151.7 0.2813 33.418 118.8222.044,124.029.730 178.077.6 242.1 155.0 0.2813 32.823 116.7021.623,905.829.196 583.078.1 233.4Top - Section 4156.8 0.2188 32.925 150.5128.353,084.122.823 324.470.5 183.7160.0 0.2188 32.345 147.8627.822,923.022.418 243.771.1 177.3165.0 0.2188 31.430 143.6826.992,680.221.779 376.072.0 167.3 170.0 0.2188 30.514 139.4926.162,451.221.141 365.173.0 157.6 175.0 0.2188 29.599 135.3125.322,235.720.502 354.273.9 148.2180.0 0.2188 28.683 131.1224.492,033.219.863 343.474.9 139.0185.0 0.2188 27.768 126.9423.661,843.219.224 332.575.8 130.2186.0 0.2188 27.585 126.1023.491,806.719.096 65.276.0 128.5 190.0 0.2188 26.853 122.7522.831,665.518.585 256.476.7 121.7 195.0 0.2188 25.937 118.5721.991,499.617.947 310.877.7 113.4197.0 0.2188 25.571 116.9021.661,436.517.691 121.378.1 110.2198.9 0.2188 25.220 115.2921.341,377.617.446 114.778.4 107.2 35,473.8 Pole :5/1/2012 8:51:12 PMCode: 4Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 29 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice DescriptionElev Seg Top (lb)Tributary(ft)(mph-ft)(ft)Kz qz(psf)C Cf Aa(sf)CfAa(sf)(lb) Wind Load(lb) Shaft Segment Forces Force X Dead Load IceqzGh(psf) Tot Dead Kzt Ice (in)Thick (Factored) 0.00 1.00 0.85 18.656 20.52 440.55 0.750 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 18.656 20.52 433.74 0.750 0.000 5.00 24.955 18.72 614.6 0.0 1,661.3 10.00 1.00 0.85 18.656 20.52 426.93 0.750 0.000 5.00 24.567 18.42 605.0 0.0 1,635.3 15.00 1.00 0.85 18.656 20.52 420.11 0.750 0.000 5.00 24.178 18.13 595.4 0.0 1,609.2 20.00 1.00 0.90 19.795 21.77 425.73 0.750 0.000 5.00 23.789 17.84 621.6 0.0 1,583.1 25.00 1.00 0.94 20.747 22.82 428.66 0.750 0.000 5.00 23.400 17.55 640.8 0.0 1,557.0 30.00 1.00 0.98 21.559 23.71 429.65 0.750 0.000 5.00 23.011 17.26 654.9 0.0 1,530.9 35.00 1.00 1.01 22.270 24.49 429.23 0.750 0.000 5.00 22.622 16.97 665.0 0.0 1,504.8 40.00 1.00 1.04 22.905 25.19 427.76 0.750 0.000 5.00 22.233 16.67 672.2 0.0 1,478.8 44.75 Bot - Section 2 1.00 1.06 23.453 25.79 425.59 0.750 0.000 4.75 20.761 15.57 642.7 0.0 1,380.7 45.00 1.00 1.07 23.480 25.82 425.45 0.750 0.000 0.25 1.099 0.82 34.1 0.0 134.7 50.00 1.00 1.09 24.007 26.40 422.47 0.750 0.000 5.00 21.774 16.33 690.0 0.0 2,669.2 52.00 Top - Section 1 1.00 1.10 24.206 26.62 421.12 0.750 0.000 2.00 8.601 6.45 274.8 0.0 1,054.1 55.00 1.00 1.11 24.494 26.94 425.32 0.750 0.000 3.00 12.784 9.59 413.3 0.0 729.5 60.00 1.00 1.13 24.946 27.44 421.36 0.750 0.000 5.00 20.996 15.75 691.4 0.0 1,197.9 65.00 1.00 1.15 25.370 27.90 416.98 0.750 0.000 5.00 20.607 15.46 690.1 0.0 1,175.6 70.00 1.00 1.17 25.769 28.34 412.24 0.750 0.000 5.00 20.219 15.16 687.7 0.0 1,153.2 73.00 Appertunance(s)1.00 1.18 25.998 28.59 409.24 0.750 0.000 3.00 11.944 8.96 409.9 0.0 681.2 74.08 Bot - Section 3 1.00 1.18 26.079 28.68 408.13 0.750 0.000 1.08 4.279 3.21 147.3 0.0 244.0 75.00 1.00 1.19 26.146 28.76 407.18 0.750 0.000 0.92 3.660 2.74 126.3 0.0 397.1 80.00 1.00 1.20 26.504 29.15 401.84 0.750 0.000 5.00 19.733 14.80 690.4 0.0 2,140.7 80.75 Top - Section 2 1.00 1.21 26.556 29.21 401.01 0.750 0.000 0.75 2.926 2.19 102.6 0.0 317.4 85.00 1.00 1.22 26.844 29.52 402.37 0.750 0.000 4.25 16.418 12.31 581.8 0.0 858.7 90.00 1.00 1.23 27.169 29.88 396.58 0.750 0.000 5.00 18.955 14.22 679.8 0.0 991.2 95.00 1.00 1.25 27.480 30.22 390.58 0.750 0.000 5.00 18.566 13.92 673.5 0.0 970.7 100.0 1.00 1.26 27.779 30.55 384.38 0.750 0.000 5.00 18.177 13.63 666.5 0.0 950.2 103.9 Bot - Section 4 1.00 1.27 28.004 30.80 379.40 0.750 0.000 3.92 13.968 10.48 516.4 0.0 730.1 105.0 1.00 1.27 28.066 30.87 378.00 0.750 0.000 1.08 3.872 2.90 143.4 0.0 365.5 110.0 1.00 1.29 28.342 31.17 371.46 0.750 0.000 5.00 17.639 13.23 659.9 0.0 1,664.6 110.0 Top - Section 3 1.00 1.29 28.342 31.17 371.46 0.750 0.000 0.00 0.001 0.00 0.0 0.0 0.1 114.0 Appertunance(s)1.00 1.30 28.556 31.41 371.30 0.750 0.000 4.00 13.830 10.37 521.3 0.0 592.2 115.0 1.00 1.30 28.608 31.46 369.95 0.750 0.000 1.00 3.419 2.56 129.1 0.0 146.4 116.0 Appertunance(s)1.00 1.30 28.661 31.52 368.60 0.750 0.000 1.00 3.403 2.55 128.8 0.0 145.7 120.0 Appertunance(s)1.00 1.31 28.866 31.75 363.14 0.750 0.000 4.00 13.457 10.09 512.8 0.0 576.1 125.0 1.00 1.32 29.115 32.02 356.19 0.750 0.000 5.00 16.472 12.35 633.0 0.0 705.1 130.0 1.00 1.33 29.356 32.29 349.12 0.750 0.000 5.00 16.083 12.06 623.2 0.0 688.3 135.0 Appertunance(s)1.00 1.34 29.591 32.55 341.93 0.750 0.000 5.00 15.694 11.77 613.0 0.0 671.5 140.0 1.00 1.35 29.818 32.80 334.63 0.750 0.000 5.00 15.305 11.48 602.4 0.0 654.8 142.0 Appertunance(s)1.00 1.36 29.907 32.89 331.68 0.750 0.000 2.00 6.013 4.51 237.4 0.0 257.2 145.0 Appertunance(s)1.00 1.36 30.039 33.04 327.23 0.750 0.000 3.00 8.903 6.68 353.0 0.0 380.8 150.0 1.00 1.37 30.254 33.28 319.72 0.750 0.000 5.00 14.527 10.90 580.2 0.0 621.2 151.7 Bot - Section 5 1.00 1.38 30.328 33.36 317.07 0.750 0.000 1.75 4.995 3.75 200.0 0.0 213.6 155.0 1.00 1.38 30.464 33.51 312.12 0.750 0.000 3.25 9.265 6.95 372.6 0.0 699.6 156.8 Top - Section 4 1.00 1.39 30.539 33.59 309.31 0.750 0.000 1.83 5.157 3.87 207.9 0.0 389.3 160.0 1.00 1.39 30.668 33.73 308.61 0.750 0.000 3.17 8.779 6.58 355.4 0.0 292.4 165.0 1.00 1.40 30.867 33.95 300.85 0.750 0.000 5.00 13.547 10.16 552.0 0.0 451.2 170.0 Appertunance(s)1.00 1.41 31.062 34.16 293.00 0.750 0.000 5.00 13.158 9.87 539.5 0.0 438.1 175.0 1.00 1.42 31.252 34.37 285.08 0.750 0.000 5.00 12.769 9.58 526.8 0.0 425.1 180.0 1.00 1.43 31.438 34.58 277.09 0.750 0.000 5.00 12.380 9.28 513.7 0.0 412.1 185.0 1.00 1.44 31.620 34.78 269.02 0.750 0.000 5.00 11.991 8.99 500.5 0.0 399.0 186.0 Appertunance(s)1.00 1.44 31.656 34.82 267.40 0.750 0.000 1.00 2.352 1.76 98.3 0.0 78.2 Pole :5/1/2012 8:51:12 PMCode: 5Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 29 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice 190.0 1.00 1.44 31.798 34.97 260.88 0.750 0.000 4.00 9.251 6.94 388.3 0.0 307.7 195.0 1.00 1.45 31.972 35.17 252.68 0.750 0.000 5.00 11.213 8.41 473.2 0.0 372.9 197.0 Appertunance(s)1.00 1.46 32.041 35.24 249.38 0.750 0.000 2.00 4.376 3.28 185.1 0.0 145.5 198.9 1.00 1.46 32.106 35.31 246.20 0.750 0.000 1.92 4.139 3.10 175.4 0.0 137.6 Totals:198.92 24,614.1 0.0 42,568.6 Pole :5/1/2012 8:51:12 PMCode: 6Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 29 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice (psf) Discrete Appurtenance Segment Forces Elev(ft)Description (sf) CaAa Factor (ft) VertEcc (ft) WindFX (lb) Load (lb) qz (psf)(lb-ft) Mom (lb-ft) Y MomZCaAaHorizEcc Qty TotalqzGh (Factored) Dead Ka 73.00 PCTEL GPS-TMG-HR-1 25.998 28.598 1.00 0.09 0.000 0.000 4.12 0.00 0.00 0.721.0073.00 Stand-Off 1 25.998 28.598 1.00 3.50 0.000 0.000 160.15 0.00 0.00 240.001.00114.0 Ericsson ML180.6 MM 1 28.556 31.411 1.00 3.96 0.000 0.000 199.02 0.00 0.00 108.001.00116.0 Ericsson ML180.6 MM 1 28.661 31.527 1.00 3.96 0.000 0.000 199.75 0.00 0.00 108.001.00 120.0 Ericsson ML18.12 M H 1 28.866 31.752 1.00 15.86 0.000 0.000 805.74 0.00 0.00 204.001.00 135.0 RFS APXV18-206517 3 29.591 32.550 0.80 12.41 0.000 0.000 646.20 0.00 0.00 95.041.00142.0 Antel BXA-171085-8BF 3 29.907 32.898 0.70 10.07 0.000 0.000 530.27 0.00 0.00 54.000.80142.0 Antel BXA-70063/4CF 3 29.907 32.898 0.61 9.41 0.000 0.000 495.41 0.00 0.00 35.640.80142.0 Antel LPA-80063/4CF 6 29.907 32.898 0.74 31.25 0.000 0.000 1,644.79 0.00 0.00 144.000.80 142.0 Low Profile Platform 1 29.907 32.898 1.00 21.70 0.000 0.000 1,142.21 0.00 0.00 1,800.001.00 142.0 RFS FD9R6004/2C-3L 6 29.907 32.898 0.40 0.89 0.000 0.000 46.74 0.00 0.00 22.320.80145.0 Side Arms 1 30.039 33.043 1.00 6.30 0.000 0.000 333.07 0.00 0.00 180.001.00145.0 Telewave ANT150F2 1 30.147 33.162 1.00 1.23 0.000 2.500 65.26 0.00 163.16 15.601.00 170.0 Andrew SBNH-1 31.062 34.168 0.60 6.86 0.000 0.000 375.25 0.00 0.00 79.320.80 170.0 Ericsson RRUS-11 800 6 31.062 34.168 0.40 7.06 0.000 0.000 385.75 0.00 0.00 388.800.80170.0 Flat Low Profile Pla 1 31.062 34.168 1.00 26.10 0.000 0.000 1,426.86 0.00 0.00 1,800.001.00170.0 Kathrein 800 10122 6 31.252 34.377 0.66 29.95 0.000 5.000 1,647.53 0.00 8,237.63 428.400.80170.0 Kathrein 860 10025 12 31.252 34.377 0.40 0.86 0.000 5.000 47.52 0.00 237.62 17.280.80 170.0 Powerwave P65-17-1 31.062 34.168 0.60 6.88 0.000 0.000 375.90 0.00 0.00 70.800.80 170.0 Powerwave TT19-6 31.252 34.377 0.40 1.54 0.000 5.000 84.49 0.00 422.43 115.200.80170.0 Raycap DC6-48-60-18-1 31.062 34.168 0.80 1.18 0.000 0.000 64.29 0.00 0.00 38.160.80186.0 6.7" x 10.7" TTA 6 31.656 34.821 0.40 1.68 0.000 0.000 93.60 0.00 0.00 71.280.80186.0 72" x 12" Panel 6 31.656 34.821 0.60 30.24 0.000 0.000 1,684.80 0.00 0.00 324.000.80 186.0 Low Profile Platform 1 31.656 34.821 1.00 21.70 0.000 0.000 1,208.99 0.00 0.00 1,800.001.00 197.0 Alcatel-Lucent 1900M 6 32.041 35.245 0.54 12.22 0.000 0.000 689.16 0.00 0.00 316.800.80197.0 Alcatel-Lucent 1900M 3 32.041 35.245 0.54 4.45 0.000 0.000 251.18 0.00 0.00 216.000.80197.0 Alcatel-Lucent 800 M 3 32.041 35.245 0.54 4.00 0.000 0.000 225.79 0.00 0.00 190.800.80 197.0 Alcatel-Lucent ALU 8 3 32.041 35.245 0.54 1.25 0.000 0.000 70.73 0.00 0.00 31.680.80197.0 Decibel DB980H80E-M 6 32.041 35.245 0.60 13.68 0.000 0.000 771.45 0.00 0.00 61.200.80 197.0 Low Profile Platform 1 32.041 35.245 1.00 21.70 0.000 0.000 1,223.71 0.00 0.00 1,800.001.00197.0 MPR e 1 32.041 35.245 0.80 0.74 0.000 0.000 41.50 0.00 0.00 15.600.80197.0 RFS APXVSPP18-C-3 32.041 35.245 0.66 16.26 0.000 0.000 916.69 0.00 0.00 205.200.80 197.0 RFS IBC1900HB-2 3 32.041 35.245 0.40 1.57 0.000 0.000 88.65 0.00 0.00 144.000.80 197.0 RFS SB2-107AMPT 1 32.041 35.245 0.80 4.31 0.000 0.000 243.16 0.00 0.00 31.800.80 18,189.73 11,153.64 Pole :5/1/2012 8:51:12 PMCode: 7Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 29 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice Seg Elev (ft) FX (-) (lb)(lb) FY (-)MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary Lateral Axial MomentTorsion 0.00 0.00 0.00 0.00 0.005.00 614.57 1,661.34 0.00 0.0010.00 604.99 1,943.81 0.00 0.0015.00 595.41 1,917.72 0.00 0.00 20.00 621.60 1,891.64 0.00 0.00 25.00 640.84 1,865.56 0.00 0.0030.00 654.85 1,839.47 0.00 0.0035.00 665.02 1,813.39 0.00 0.00 40.00 672.22 1,787.31 0.00 0.0044.75 642.73 1,673.78 0.00 0.00 45.00 34.06 150.16 0.00 0.0050.00 690.01 2,977.77 0.00 0.0052.00 274.81 1,177.55 0.00 0.00 55.00 413.34 914.61 0.00 0.00 60.00 691.40 1,506.47 0.00 0.0065.00 690.12 1,484.11 0.00 0.0070.00 687.74 1,461.76 0.00 0.0073.00 574.17 1,107.04 0.00 0.00 74.08 147.30 310.67 0.00 0.00 75.00 126.31 453.51 0.00 0.0080.00 690.36 2,448.35 0.00 0.0080.75 102.58 363.56 0.00 0.00 85.00 581.75 1,120.15 0.00 0.0090.00 679.80 1,298.87 0.00 0.00 95.00 673.47 1,278.38 0.00 0.00100.0 666.53 1,257.88 0.00 0.00103.9 516.36 971.11 0.00 0.00 105.0 143.44 432.10 0.00 0.00 110.0 659.88 1,972.27 0.00 0.00110.0 0.04 0.13 0.00 0.00114.0 720.31 946.28 0.00 0.00115.0 129.10 207.81 0.00 0.00 116.0 328.50 315.14 0.00 0.00 120.0 1,318.51 1,025.48 0.00 0.00125.0 633.04 1,010.86 0.00 0.00130.0 623.22 994.10 0.00 0.00135.0 1,259.20 1,072.37 0.00 0.00 140.0 602.41 931.05 0.00 0.00 142.0 4,096.80 2,423.68 0.00 0.00145.0 751.36 706.73 0.00 163.16150.0 580.16 836.50 0.00 0.00 151.7 199.95 288.92 0.00 0.00 155.0 372.55 839.48 0.00 0.00156.8 207.88 468.26 0.00 0.00160.0 355.38 428.74 0.00 0.00165.0 551.96 666.44 0.00 0.00 170.0 4,947.08 3,591.36 0.00 8,897.67 175.0 526.75 590.92 0.00 0.00180.0 513.75 518.85 0.00 0.00185.0 500.49 505.80 0.00 0.00 Pole :5/1/2012 8:51:12 PMCode: 8Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 29 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice 186.0 3,085.65 2,294.88 0.00 0.00190.0 388.28 345.94 0.00 0.00195.0 473.24 420.69 0.00 0.00197.0 4,707.12 3,177.70 0.00 0.00 198.9 175.39 137.59 0.00 0.00 Totals:42,803.81 63,826.08 0.00 9,060.83 Pole :5/1/2012 8:51:12 PMCode: 9Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 29 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -63.74 -42.93 -5,766.830.00 0.00 5,766.83 5,455.75 2,727.88 6,571.5913,237.3 0.00 0.00 0.8895.00 -61.91 -42.56 -5,552.180.00 0.00 5,552.18 5,404.98 2,702.49 6,408.2712,908.3 0.12 -0.23 0.87810.00 -59.80 -42.18 -5,339.390.00 0.00 5,339.39 5,353.12 2,676.56 6,245.6012,580.7 0.48 -0.45 0.866 15.00 -57.73 -41.80 -5,128.500.00 0.00 5,128.50 5,300.18 2,650.09 6,083.6412,254.4 1.07 -0.68 0.85420.00 -55.68 -41.37 -4,919.520.00 0.00 4,919.52 5,246.16 2,623.08 5,922.4711,929.8 1.91 -0.91 0.842 25.00 -53.66 -40.92 -4,712.650.00 0.00 4,712.65 5,191.06 2,595.53 5,762.1411,606.8 2.99 -1.14 0.82830.00 -51.67 -40.44 -4,508.060.00 0.00 4,508.06 5,134.87 2,567.43 5,602.7111,285.7 4.31 -1.38 0.81535.00 -49.71 -39.93 -4,305.890.00 0.00 4,305.89 5,077.60 2,538.80 5,444.2410,966.5 5.88 -1.61 0.801 40.00 -47.78 -39.40 -4,106.250.00 0.00 4,106.25 5,019.24 2,509.62 5,286.8010,649.3 7.70 -1.85 0.786 44.75 -46.05 -38.79 -3,919.120.00 0.00 3,919.12 4,962.80 2,481.40 5,138.2310,350.1 9.65 -2.08 0.77245.00 -45.82 -38.85 -3,909.430.00 0.00 3,909.43 4,959.81 2,479.90 5,130.4410,334.4 9.76 -2.09 0.77150.00 -42.76 -38.17 -3,715.170.00 0.00 3,715.17 4,899.29 2,449.64 4,975.2310,021.7 12.07 -2.33 0.75652.00 -41.51 -37.94 -3,638.820.00 0.00 3,638.82 3,993.53 1,996.76 4,097.318,253.35 13.07 -2.42 0.899 55.00 -40.48 -37.63 -3,525.010.00 0.00 3,525.01 3,967.28 1,983.64 4,025.388,108.46 14.64 -2.57 0.886 60.00 -38.84 -37.05 -3,336.860.00 0.00 3,336.86 3,922.66 1,961.33 3,905.967,867.91 17.47 -2.83 0.86565.00 -37.22 -36.46 -3,151.610.00 0.00 3,151.61 3,876.96 1,938.48 3,787.177,628.63 20.58 -3.10 0.84270.00 -35.67 -35.82 -2,969.330.00 0.00 2,969.33 3,830.17 1,915.09 3,669.077,390.74 23.97 -3.37 0.81973.00 -34.53 -35.25 -2,861.870.00 0.00 2,861.87 3,801.58 1,900.79 3,598.577,248.72 26.14 -3.53 0.805 74.08 -34.20 -35.11 -2,823.690.00 0.00 2,823.69 3,791.16 1,895.58 3,573.187,197.58 26.94 -3.59 0.800 75.00 -33.66 -35.05 -2,791.500.00 0.00 2,791.50 3,782.31 1,891.15 3,551.737,154.36 27.64 -3.64 0.79580.00 -31.17 -34.28 -2,616.240.00 0.00 2,616.24 3,733.36 1,866.68 3,435.196,919.62 31.58 -3.90 0.77080.75 -30.73 -34.23 -2,590.530.00 0.00 2,590.53 3,339.34 1,669.67 3,114.866,274.36 32.20 -3.94 0.841 85.00 -29.51 -33.70 -2,445.060.00 0.00 2,445.06 3,304.74 1,652.37 3,029.486,102.38 35.81 -4.16 0.816 90.00 -28.11 -33.05 -2,276.580.00 0.00 2,276.58 3,263.02 1,631.51 2,929.565,901.12 40.31 -4.44 0.78695.00 -26.74 -32.41 -2,111.310.00 0.00 2,111.31 3,220.23 1,610.11 2,830.275,701.11 45.10 -4.70 0.755100.00 -25.41 -31.74 -1,949.290.00 0.00 1,949.29 3,176.35 1,588.18 2,731.675,502.49 50.16 -4.97 0.722103.92 -24.42 -31.19 -1,824.970.00 0.00 1,824.97 3,141.22 1,570.61 2,654.945,347.94 54.31 -5.17 0.696 105.00 -23.92 -31.08 -1,791.180.00 0.00 1,791.18 3,131.39 1,565.70 2,633.815,305.38 55.49 -5.23 0.688 110.00 -21.95 -30.29 -1,635.800.00 0.00 1,635.80 3,085.35 1,542.68 2,536.775,109.89 61.10 -5.48 0.652110.00 -21.90 -30.32 -1,635.780.00 0.00 1,635.78 2,354.82 1,177.41 1,969.513,967.25 61.10 -5.48 0.841114.00 -20.96 -29.56 -1,514.500.00 0.00 1,514.50 2,331.48 1,165.74 1,914.743,856.92 65.77 -5.68 0.801115.00 -20.74 -29.43 -1,484.940.00 0.00 1,484.94 2,325.54 1,162.77 1,901.063,829.38 66.97 -5.74 0.791 116.00 -20.38 -29.13 -1,455.510.00 0.00 1,455.51 2,319.56 1,159.78 1,887.403,801.86 68.18 -5.80 0.781 120.00 -19.38 -27.79 -1,339.000.00 0.00 1,339.00 2,295.18 1,147.59 1,832.863,691.99 73.13 -6.03 0.740125.00 -18.32 -27.14 -1,200.040.00 0.00 1,200.04 2,263.73 1,131.87 1,764.963,555.21 79.57 -6.29 0.689130.00 -17.28 -26.49 -1,064.340.00 0.00 1,064.34 2,231.21 1,115.60 1,697.423,419.17 86.29 -6.55 0.635 135.00 -16.26 -25.18 -931.920.00 0.00 931.92 2,197.59 1,098.80 1,630.313,283.99 93.27 -6.80 0.580140.00 -15.34 -24.51 -806.030.00 0.00 806.03 2,162.90 1,081.45 1,563.693,149.79 100.50 -7.03 0.523 142.00 -13.40 -20.17 -757.010.00 0.00 757.01 2,148.72 1,074.36 1,537.193,096.41 103.45 -7.12 0.499145.00 -12.74 -19.37 -696.340.00 0.00 696.34 2,127.12 1,063.56 1,497.623,016.70 107.96 -7.25 0.471150.00 -11.94 -18.72 -599.470.00 0.00 599.47 2,090.26 1,045.13 1,432.152,884.83 115.63 -7.45 0.425 151.75 -11.65 -18.50 -566.700.00 0.00 566.70 2,077.10 1,038.55 1,409.392,838.98 118.37 -7.51 0.408 155.00 -10.84 -18.04 -506.570.00 0.00 506.57 2,052.32 1,026.16 1,367.362,754.32 123.51 -7.63 0.376156.83 -10.37 -17.79 -473.490.00 0.00 473.49 1,448.01 724.01 971.491,956.91 126.45 -7.70 0.495160.00 -9.95 -17.40 -417.170.00 0.00 417.17 1,434.38 717.19 945.181,903.91 131.57 -7.81 0.449165.00 -9.32 -16.79 -330.160.00 0.00 330.16 1,411.97 705.99 903.721,820.40 139.82 -7.99 0.372 170.00 -6.43 -11.41 -237.300.00 0.00 237.30 1,388.48 694.24 862.441,737.24 148.25 -8.14 0.280 175.00 -5.90 -10.81 -180.280.00 0.00 180.28 1,363.90 681.95 821.391,654.56 156.81 -8.26 0.224180.00 -5.45 -10.24 -126.220.00 0.00 126.22 1,338.25 669.12 780.641,572.48 165.49 -8.36 0.166185.00 -5.01 -9.67 -75.050.00 0.00 75.05 1,311.50 655.75 740.251,491.12 174.25 -8.43 0.105186.00 -3.19 -6.28 -65.380.00 0.00 65.38 1,306.03 653.01 732.231,474.95 176.02 -8.44 0.092 Pole :5/1/2012 8:51:12 PMCode: 10Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 29 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice 190.00 -2.90 -5.85 -40.250.00 0.00 40.25 1,283.68 641.84 700.291,410.61 183.08 -8.47 0.060195.00 -2.56 -5.32 -11.010.00 0.00 11.01 1,254.77 627.39 660.801,331.07 191.93 -8.50 0.019 197.00 -0.11 -0.19 -0.370.00 0.00 0.37 1,242.91 621.45 645.151,299.55 195.48 -8.50 0.001198.92 0.00 -0.18 0.000.00 0.00 0.00 1,231.36 615.68 630.231,269.49 198.88 -8.50 0.000 Pole :5/1/2012 8:51:12 PMCode: 11Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 28 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice (Reduced DL) DescriptionElev Seg Top (lb)Tributary(ft)(mph-ft)(ft)Kz qz(psf)C Cf Aa(sf)CfAa(sf)(lb) Wind Load(lb) Shaft Segment Forces Force X Dead Load IceqzGh(psf) Tot Dead Kzt Ice (in)Thick (Factored) 0.00 1.00 0.85 18.656 20.52 440.55 0.750 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 18.656 20.52 433.74 0.750 0.000 5.00 24.955 18.72 614.6 0.0 1,246.0 10.00 1.00 0.85 18.656 20.52 426.93 0.750 0.000 5.00 24.567 18.42 605.0 0.0 1,226.4 15.00 1.00 0.85 18.656 20.52 420.11 0.750 0.000 5.00 24.178 18.13 595.4 0.0 1,206.9 20.00 1.00 0.90 19.795 21.77 425.73 0.750 0.000 5.00 23.789 17.84 621.6 0.0 1,187.3 25.00 1.00 0.94 20.747 22.82 428.66 0.750 0.000 5.00 23.400 17.55 640.8 0.0 1,167.8 30.00 1.00 0.98 21.559 23.71 429.65 0.750 0.000 5.00 23.011 17.26 654.9 0.0 1,148.2 35.00 1.00 1.01 22.270 24.49 429.23 0.750 0.000 5.00 22.622 16.97 665.0 0.0 1,128.6 40.00 1.00 1.04 22.905 25.19 427.76 0.750 0.000 5.00 22.233 16.67 672.2 0.0 1,109.1 44.75 Bot - Section 2 1.00 1.06 23.453 25.79 425.59 0.750 0.000 4.75 20.761 15.57 642.7 0.0 1,035.5 45.00 1.00 1.07 23.480 25.82 425.45 0.750 0.000 0.25 1.099 0.82 34.1 0.0 101.0 50.00 1.00 1.09 24.007 26.40 422.47 0.750 0.000 5.00 21.774 16.33 690.0 0.0 2,001.9 52.00 Top - Section 1 1.00 1.10 24.206 26.62 421.12 0.750 0.000 2.00 8.601 6.45 274.8 0.0 790.6 55.00 1.00 1.11 24.494 26.94 425.32 0.750 0.000 3.00 12.784 9.59 413.3 0.0 547.1 60.00 1.00 1.13 24.946 27.44 421.36 0.750 0.000 5.00 20.996 15.75 691.4 0.0 898.4 65.00 1.00 1.15 25.370 27.90 416.98 0.750 0.000 5.00 20.607 15.46 690.1 0.0 881.7 70.00 1.00 1.17 25.769 28.34 412.24 0.750 0.000 5.00 20.219 15.16 687.7 0.0 864.9 73.00 Appertunance(s)1.00 1.18 25.998 28.59 409.24 0.750 0.000 3.00 11.944 8.96 409.9 0.0 510.9 74.08 Bot - Section 3 1.00 1.18 26.079 28.68 408.13 0.750 0.000 1.08 4.279 3.21 147.3 0.0 183.0 75.00 1.00 1.19 26.146 28.76 407.18 0.750 0.000 0.92 3.660 2.74 126.3 0.0 297.8 80.00 1.00 1.20 26.504 29.15 401.84 0.750 0.000 5.00 19.733 14.80 690.4 0.0 1,605.5 80.75 Top - Section 2 1.00 1.21 26.556 29.21 401.01 0.750 0.000 0.75 2.926 2.19 102.6 0.0 238.1 85.00 1.00 1.22 26.844 29.52 402.37 0.750 0.000 4.25 16.418 12.31 581.8 0.0 644.0 90.00 1.00 1.23 27.169 29.88 396.58 0.750 0.000 5.00 18.955 14.22 679.8 0.0 743.4 95.00 1.00 1.25 27.480 30.22 390.58 0.750 0.000 5.00 18.566 13.92 673.5 0.0 728.0 100.0 1.00 1.26 27.779 30.55 384.38 0.750 0.000 5.00 18.177 13.63 666.5 0.0 712.7 103.9 Bot - Section 4 1.00 1.27 28.004 30.80 379.40 0.750 0.000 3.92 13.968 10.48 516.4 0.0 547.6 105.0 1.00 1.27 28.066 30.87 378.00 0.750 0.000 1.08 3.872 2.90 143.4 0.0 274.1 110.0 1.00 1.29 28.342 31.17 371.46 0.750 0.000 5.00 17.639 13.23 659.9 0.0 1,248.5 110.0 Top - Section 3 1.00 1.29 28.342 31.17 371.46 0.750 0.000 0.00 0.001 0.00 0.0 0.0 0.1 114.0 Appertunance(s)1.00 1.30 28.556 31.41 371.30 0.750 0.000 4.00 13.830 10.37 521.3 0.0 444.1 115.0 1.00 1.30 28.608 31.46 369.95 0.750 0.000 1.00 3.419 2.56 129.1 0.0 109.8 116.0 Appertunance(s)1.00 1.30 28.661 31.52 368.60 0.750 0.000 1.00 3.403 2.55 128.8 0.0 109.3 120.0 Appertunance(s)1.00 1.31 28.866 31.75 363.14 0.750 0.000 4.00 13.457 10.09 512.8 0.0 432.1 125.0 1.00 1.32 29.115 32.02 356.19 0.750 0.000 5.00 16.472 12.35 633.0 0.0 528.8 130.0 1.00 1.33 29.356 32.29 349.12 0.750 0.000 5.00 16.083 12.06 623.2 0.0 516.2 135.0 Appertunance(s)1.00 1.34 29.591 32.55 341.93 0.750 0.000 5.00 15.694 11.77 613.0 0.0 503.7 140.0 1.00 1.35 29.818 32.80 334.63 0.750 0.000 5.00 15.305 11.48 602.4 0.0 491.1 142.0 Appertunance(s)1.00 1.36 29.907 32.89 331.68 0.750 0.000 2.00 6.013 4.51 237.4 0.0 192.9 145.0 Appertunance(s)1.00 1.36 30.039 33.04 327.23 0.750 0.000 3.00 8.903 6.68 353.0 0.0 285.6 150.0 1.00 1.37 30.254 33.28 319.72 0.750 0.000 5.00 14.527 10.90 580.2 0.0 465.9 151.7 Bot - Section 5 1.00 1.38 30.328 33.36 317.07 0.750 0.000 1.75 4.995 3.75 200.0 0.0 160.2 155.0 1.00 1.38 30.464 33.51 312.12 0.750 0.000 3.25 9.265 6.95 372.6 0.0 524.7 156.8 Top - Section 4 1.00 1.39 30.539 33.59 309.31 0.750 0.000 1.83 5.157 3.87 207.9 0.0 292.0 160.0 1.00 1.39 30.668 33.73 308.61 0.750 0.000 3.17 8.779 6.58 355.4 0.0 219.3 165.0 1.00 1.40 30.867 33.95 300.85 0.750 0.000 5.00 13.547 10.16 552.0 0.0 338.4 170.0 Appertunance(s)1.00 1.41 31.062 34.16 293.00 0.750 0.000 5.00 13.158 9.87 539.5 0.0 328.6 175.0 1.00 1.42 31.252 34.37 285.08 0.750 0.000 5.00 12.769 9.58 526.8 0.0 318.8 180.0 1.00 1.43 31.438 34.58 277.09 0.750 0.000 5.00 12.380 9.28 513.7 0.0 309.0 185.0 1.00 1.44 31.620 34.78 269.02 0.750 0.000 5.00 11.991 8.99 500.5 0.0 299.3 186.0 Appertunance(s)1.00 1.44 31.656 34.82 267.40 0.750 0.000 1.00 2.352 1.76 98.3 0.0 58.7 Pole :5/1/2012 8:51:12 PMCode: 12Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 28 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice (Reduced DL) 190.0 1.00 1.44 31.798 34.97 260.88 0.750 0.000 4.00 9.251 6.94 388.3 0.0 230.8 195.0 1.00 1.45 31.972 35.17 252.68 0.750 0.000 5.00 11.213 8.41 473.2 0.0 279.7 197.0 Appertunance(s)1.00 1.46 32.041 35.24 249.38 0.750 0.000 2.00 4.376 3.28 185.1 0.0 109.1 198.9 1.00 1.46 32.106 35.31 246.20 0.750 0.000 1.92 4.139 3.10 175.4 0.0 103.2 Totals:198.92 24,614.1 0.0 31,926.4 Pole :5/1/2012 8:51:12 PMCode: 13Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 28 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice (Reduced DL) (psf) Discrete Appurtenance Segment Forces Elev(ft)Description (sf) CaAa Factor (ft) VertEcc (ft) WindFX (lb) Load (lb) qz (psf)(lb-ft) Mom (lb-ft) Y MomZCaAaHorizEcc Qty TotalqzGh (Factored) Dead Ka 73.00 PCTEL GPS-TMG-HR-1 25.998 28.598 1.00 0.09 0.000 0.000 4.12 0.00 0.00 0.541.0073.00 Stand-Off 1 25.998 28.598 1.00 3.50 0.000 0.000 160.15 0.00 0.00 180.001.00114.0 Ericsson ML180.6 MM 1 28.556 31.411 1.00 3.96 0.000 0.000 199.02 0.00 0.00 81.001.00116.0 Ericsson ML180.6 MM 1 28.661 31.527 1.00 3.96 0.000 0.000 199.75 0.00 0.00 81.001.00 120.0 Ericsson ML18.12 M H 1 28.866 31.752 1.00 15.86 0.000 0.000 805.74 0.00 0.00 153.001.00 135.0 RFS APXV18-206517 3 29.591 32.550 0.80 12.41 0.000 0.000 646.20 0.00 0.00 71.281.00142.0 Antel BXA-171085-8BF 3 29.907 32.898 0.70 10.07 0.000 0.000 530.27 0.00 0.00 40.500.80142.0 Antel BXA-70063/4CF 3 29.907 32.898 0.61 9.41 0.000 0.000 495.41 0.00 0.00 26.730.80142.0 Antel LPA-80063/4CF 6 29.907 32.898 0.74 31.25 0.000 0.000 1,644.79 0.00 0.00 108.000.80 142.0 Low Profile Platform 1 29.907 32.898 1.00 21.70 0.000 0.000 1,142.21 0.00 0.00 1,350.001.00 142.0 RFS FD9R6004/2C-3L 6 29.907 32.898 0.40 0.89 0.000 0.000 46.74 0.00 0.00 16.740.80145.0 Side Arms 1 30.039 33.043 1.00 6.30 0.000 0.000 333.07 0.00 0.00 135.001.00145.0 Telewave ANT150F2 1 30.147 33.162 1.00 1.23 0.000 2.500 65.26 0.00 163.16 11.701.00 170.0 Andrew SBNH-1 31.062 34.168 0.60 6.86 0.000 0.000 375.25 0.00 0.00 59.490.80 170.0 Ericsson RRUS-11 800 6 31.062 34.168 0.40 7.06 0.000 0.000 385.75 0.00 0.00 291.600.80170.0 Flat Low Profile Pla 1 31.062 34.168 1.00 26.10 0.000 0.000 1,426.86 0.00 0.00 1,350.001.00170.0 Kathrein 800 10122 6 31.252 34.377 0.66 29.95 0.000 5.000 1,647.53 0.00 8,237.63 321.300.80170.0 Kathrein 860 10025 12 31.252 34.377 0.40 0.86 0.000 5.000 47.52 0.00 237.62 12.960.80 170.0 Powerwave P65-17-1 31.062 34.168 0.60 6.88 0.000 0.000 375.90 0.00 0.00 53.100.80 170.0 Powerwave TT19-6 31.252 34.377 0.40 1.54 0.000 5.000 84.49 0.00 422.43 86.400.80170.0 Raycap DC6-48-60-18-1 31.062 34.168 0.80 1.18 0.000 0.000 64.29 0.00 0.00 28.620.80186.0 6.7" x 10.7" TTA 6 31.656 34.821 0.40 1.68 0.000 0.000 93.60 0.00 0.00 53.460.80186.0 72" x 12" Panel 6 31.656 34.821 0.60 30.24 0.000 0.000 1,684.80 0.00 0.00 243.000.80 186.0 Low Profile Platform 1 31.656 34.821 1.00 21.70 0.000 0.000 1,208.99 0.00 0.00 1,350.001.00 197.0 Alcatel-Lucent 1900M 6 32.041 35.245 0.54 12.22 0.000 0.000 689.16 0.00 0.00 237.600.80197.0 Alcatel-Lucent 1900M 3 32.041 35.245 0.54 4.45 0.000 0.000 251.18 0.00 0.00 162.000.80197.0 Alcatel-Lucent 800 M 3 32.041 35.245 0.54 4.00 0.000 0.000 225.79 0.00 0.00 143.100.80 197.0 Alcatel-Lucent ALU 8 3 32.041 35.245 0.54 1.25 0.000 0.000 70.73 0.00 0.00 23.760.80197.0 Decibel DB980H80E-M 6 32.041 35.245 0.60 13.68 0.000 0.000 771.45 0.00 0.00 45.900.80 197.0 Low Profile Platform 1 32.041 35.245 1.00 21.70 0.000 0.000 1,223.71 0.00 0.00 1,350.001.00197.0 MPR e 1 32.041 35.245 0.80 0.74 0.000 0.000 41.50 0.00 0.00 11.700.80197.0 RFS APXVSPP18-C-3 32.041 35.245 0.66 16.26 0.000 0.000 916.69 0.00 0.00 153.900.80 197.0 RFS IBC1900HB-2 3 32.041 35.245 0.40 1.57 0.000 0.000 88.65 0.00 0.00 108.000.80 197.0 RFS SB2-107AMPT 1 32.041 35.245 0.80 4.31 0.000 0.000 243.16 0.00 0.00 23.850.80 18,189.73 8,365.23 Pole :5/1/2012 8:51:12 PMCode: 14Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 28 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice (Reduced DL) Seg Elev (ft) FX (-) (lb)(lb) FY (-)MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary Lateral Axial MomentTorsion 0.00 0.00 0.00 0.00 0.005.00 614.57 1,246.00 0.00 0.0010.00 604.99 1,457.85 0.00 0.0015.00 595.41 1,438.29 0.00 0.00 20.00 621.60 1,418.73 0.00 0.00 25.00 640.84 1,399.17 0.00 0.0030.00 654.85 1,379.60 0.00 0.0035.00 665.02 1,360.04 0.00 0.00 40.00 672.22 1,340.48 0.00 0.0044.75 642.73 1,255.34 0.00 0.00 45.00 34.06 112.62 0.00 0.0050.00 690.01 2,233.33 0.00 0.0052.00 274.81 883.16 0.00 0.00 55.00 413.34 685.96 0.00 0.00 60.00 691.40 1,129.85 0.00 0.0065.00 690.12 1,113.09 0.00 0.0070.00 687.74 1,096.32 0.00 0.0073.00 574.17 830.28 0.00 0.00 74.08 147.30 233.00 0.00 0.00 75.00 126.31 340.13 0.00 0.0080.00 690.36 1,836.26 0.00 0.0080.75 102.58 272.67 0.00 0.00 85.00 581.75 840.12 0.00 0.0090.00 679.80 974.15 0.00 0.00 95.00 673.47 958.78 0.00 0.00100.0 666.53 943.41 0.00 0.00103.9 516.36 728.33 0.00 0.00 105.0 143.44 324.08 0.00 0.00 110.0 659.88 1,479.21 0.00 0.00110.0 0.04 0.10 0.00 0.00114.0 720.31 709.71 0.00 0.00115.0 129.10 155.86 0.00 0.00 116.0 328.50 236.36 0.00 0.00 120.0 1,318.51 769.11 0.00 0.00125.0 633.04 758.15 0.00 0.00130.0 623.22 745.57 0.00 0.00135.0 1,259.20 804.28 0.00 0.00 140.0 602.41 698.28 0.00 0.00 142.0 4,096.80 1,817.76 0.00 0.00145.0 751.36 530.05 0.00 163.16150.0 580.16 627.37 0.00 0.00 151.7 199.95 216.69 0.00 0.00 155.0 372.55 629.61 0.00 0.00156.8 207.88 351.20 0.00 0.00160.0 355.38 321.55 0.00 0.00165.0 551.96 499.83 0.00 0.00 170.0 4,947.08 2,693.52 0.00 8,897.67 175.0 526.75 443.19 0.00 0.00180.0 513.75 389.13 0.00 0.00185.0 500.49 379.35 0.00 0.00 Pole :5/1/2012 8:51:12 PMCode: 15Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 28 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice (Reduced DL) 186.0 3,085.65 1,721.16 0.00 0.00190.0 388.28 259.46 0.00 0.00195.0 473.24 315.52 0.00 0.00197.0 4,707.12 2,383.28 0.00 0.00 198.9 175.39 103.20 0.00 0.00 Totals:42,803.81 47,869.56 0.00 9,060.83 Pole :5/1/2012 8:51:12 PMCode: 16Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 28 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice (Reduced DL) Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -47.78 -42.90 -5,677.610.00 0.00 5,677.61 5,455.75 2,727.88 6,571.5913,237.3 0.00 0.00 0.8735.00 -46.38 -42.46 -5,463.130.00 0.00 5,463.13 5,404.98 2,702.49 6,408.2712,908.3 0.12 -0.22 0.86110.00 -44.76 -42.02 -5,250.840.00 0.00 5,250.84 5,353.12 2,676.56 6,245.6012,580.7 0.47 -0.44 0.849 15.00 -43.16 -41.58 -5,040.730.00 0.00 5,040.73 5,300.18 2,650.09 6,083.6412,254.4 1.06 -0.67 0.83720.00 -41.59 -41.11 -4,832.820.00 0.00 4,832.82 5,246.16 2,623.08 5,922.4711,929.8 1.88 -0.90 0.824 25.00 -40.04 -40.60 -4,627.280.00 0.00 4,627.28 5,191.06 2,595.53 5,762.1411,606.8 2.94 -1.12 0.81130.00 -38.51 -40.07 -4,424.280.00 0.00 4,424.28 5,134.87 2,567.43 5,602.7111,285.7 4.24 -1.35 0.79735.00 -37.01 -39.52 -4,223.910.00 0.00 4,223.91 5,077.60 2,538.80 5,444.2410,966.5 5.78 -1.58 0.783 40.00 -35.54 -38.95 -4,026.300.00 0.00 4,026.30 5,019.24 2,509.62 5,286.8010,649.3 7.57 -1.82 0.769 44.75 -34.23 -38.34 -3,841.280.00 0.00 3,841.28 4,962.80 2,481.40 5,138.2310,350.1 9.49 -2.04 0.75545.00 -34.03 -38.37 -3,831.700.00 0.00 3,831.70 4,959.81 2,479.90 5,130.4410,334.4 9.59 -2.05 0.75450.00 -31.72 -37.69 -3,639.840.00 0.00 3,639.84 4,899.29 2,449.64 4,975.2310,021.7 11.87 -2.28 0.73852.00 -30.77 -37.44 -3,564.470.00 0.00 3,564.47 3,993.53 1,996.76 4,097.318,253.35 12.84 -2.38 0.878 55.00 -29.97 -37.11 -3,452.140.00 0.00 3,452.14 3,967.28 1,983.64 4,025.388,108.46 14.39 -2.52 0.865 60.00 -28.71 -36.49 -3,266.610.00 0.00 3,266.61 3,922.66 1,961.33 3,905.967,867.91 17.16 -2.78 0.84465.00 -27.47 -35.87 -3,084.150.00 0.00 3,084.15 3,876.96 1,938.48 3,787.177,628.63 20.22 -3.04 0.82270.00 -26.29 -35.22 -2,904.780.00 0.00 2,904.78 3,830.17 1,915.09 3,669.077,390.74 23.54 -3.30 0.79973.00 -25.43 -34.65 -2,799.120.00 0.00 2,799.12 3,801.58 1,900.79 3,598.577,248.72 25.67 -3.46 0.785 74.08 -25.17 -34.51 -2,761.580.00 0.00 2,761.58 3,791.16 1,895.58 3,573.187,197.58 26.46 -3.52 0.780 75.00 -24.75 -34.43 -2,729.950.00 0.00 2,729.95 3,782.31 1,891.15 3,551.737,154.36 27.14 -3.57 0.77680.00 -22.87 -33.68 -2,557.810.00 0.00 2,557.81 3,733.36 1,866.68 3,435.196,919.62 31.01 -3.82 0.75180.75 -22.53 -33.61 -2,532.550.00 0.00 2,532.55 3,339.34 1,669.67 3,114.866,274.36 31.61 -3.86 0.820 85.00 -21.59 -33.06 -2,389.700.00 0.00 2,389.70 3,304.74 1,652.37 3,029.486,102.38 35.15 -4.08 0.796 90.00 -20.52 -32.41 -2,224.380.00 0.00 2,224.38 3,263.02 1,631.51 2,929.565,901.12 39.57 -4.35 0.76695.00 -19.48 -31.75 -2,062.330.00 0.00 2,062.33 3,220.23 1,610.11 2,830.275,701.11 44.26 -4.61 0.735100.00 -18.47 -31.08 -1,903.580.00 0.00 1,903.58 3,176.35 1,588.18 2,731.675,502.49 49.22 -4.87 0.703103.92 -17.72 -30.55 -1,781.820.00 0.00 1,781.82 3,141.22 1,570.61 2,654.945,347.94 53.29 -5.07 0.677 105.00 -17.33 -30.42 -1,748.740.00 0.00 1,748.74 3,131.39 1,565.70 2,633.815,305.38 54.44 -5.12 0.670 110.00 -15.85 -29.66 -1,596.640.00 0.00 1,596.64 3,085.35 1,542.68 2,536.775,109.89 59.94 -5.37 0.635110.00 -15.80 -29.69 -1,596.630.00 0.00 1,596.63 2,354.82 1,177.41 1,969.513,967.25 59.94 -5.37 0.818114.00 -15.10 -28.94 -1,477.890.00 0.00 1,477.89 2,331.48 1,165.74 1,914.743,856.92 64.52 -5.57 0.779115.00 -14.93 -28.81 -1,448.950.00 0.00 1,448.95 2,325.54 1,162.77 1,901.063,829.38 65.69 -5.62 0.769 116.00 -14.66 -28.49 -1,420.140.00 0.00 1,420.14 2,319.56 1,159.78 1,887.403,801.86 66.87 -5.68 0.759 120.00 -13.91 -27.16 -1,306.170.00 0.00 1,306.17 2,295.18 1,147.59 1,832.863,691.99 71.71 -5.90 0.719125.00 -13.10 -26.51 -1,170.350.00 0.00 1,170.35 2,263.73 1,131.87 1,764.963,555.21 78.02 -6.16 0.669130.00 -12.32 -25.87 -1,037.780.00 0.00 1,037.78 2,231.21 1,115.60 1,697.423,419.17 84.60 -6.41 0.617 135.00 -11.56 -24.57 -908.460.00 0.00 908.46 2,197.59 1,098.80 1,630.313,283.99 91.44 -6.65 0.563140.00 -10.88 -23.92 -785.610.00 0.00 785.61 2,162.90 1,081.45 1,563.693,149.79 98.51 -6.88 0.508 142.00 -9.53 -19.65 -737.770.00 0.00 737.77 2,148.72 1,074.36 1,537.193,096.41 101.40 -6.96 0.485145.00 -9.04 -18.87 -678.660.00 0.00 678.66 2,127.12 1,063.56 1,497.623,016.70 105.81 -7.09 0.458150.00 -8.45 -18.23 -584.330.00 0.00 584.33 2,090.26 1,045.13 1,432.152,884.83 113.32 -7.28 0.412 151.75 -8.23 -18.02 -552.420.00 0.00 552.42 2,077.10 1,038.55 1,409.392,838.98 116.00 -7.35 0.396 155.00 -7.63 -17.58 -493.870.00 0.00 493.87 2,052.32 1,026.16 1,367.362,754.32 121.03 -7.47 0.365156.83 -7.28 -17.34 -461.630.00 0.00 461.63 1,448.01 724.01 971.491,956.91 123.90 -7.53 0.481160.00 -6.97 -16.96 -406.740.00 0.00 406.74 1,434.38 717.19 945.181,903.91 128.92 -7.64 0.436165.00 -6.50 -16.37 -321.940.00 0.00 321.94 1,411.97 705.99 903.721,820.40 136.99 -7.81 0.361 170.00 -4.49 -11.11 -231.220.00 0.00 231.22 1,388.48 694.24 862.441,737.24 145.23 -7.96 0.272 175.00 -4.10 -10.53 -175.690.00 0.00 175.69 1,363.90 681.95 821.391,654.56 153.61 -8.08 0.217180.00 -3.78 -9.97 -123.040.00 0.00 123.04 1,338.25 669.12 780.641,572.48 162.10 -8.18 0.161185.00 -3.47 -9.42 -73.180.00 0.00 73.18 1,311.50 655.75 740.251,491.12 170.67 -8.24 0.102186.00 -2.20 -6.12 -63.760.00 0.00 63.76 1,306.03 653.01 732.231,474.95 172.39 -8.25 0.089 Pole :5/1/2012 8:51:13 PMCode: 17Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 28 Iterations Wind Importance Factor :1.00 95.00 mph with No Ice (Reduced DL) 190.00 -2.00 -5.70 -39.260.00 0.00 39.26 1,283.68 641.84 700.291,410.61 179.30 -8.29 0.058195.00 -1.75 -5.19 -10.740.00 0.00 10.74 1,254.77 627.39 660.801,331.07 187.96 -8.31 0.018 197.00 -0.08 -0.19 -0.360.00 0.00 0.36 1,242.91 621.45 645.151,299.55 191.43 -8.31 0.001198.92 0.00 -0.18 0.000.00 0.00 0.00 1,231.36 615.68 630.231,269.49 194.76 -8.31 0.000 Pole :5/1/2012 8:51:13 PMCode: 18Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 28 Iterations Wind Importance Factor : Ice Importance Factor : 1.00 1.00 Ice Dead Load Factor :1.00 40.00 mph with 1.00 in Radial Ice DescriptionElev Seg Top (lb)Tributary(ft)(mph-ft)(ft)Kz qz(psf)C Cf Aa(sf)CfAa(sf)(lb) Wind Load(lb) Shaft Segment Forces Force X Dead Load IceqzGh(psf) Tot Dead Kzt Ice (in)Thick (Factored) 0.00 1.00 0.85 3.308 3.638 0.000 1.200 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 3.308 3.638 0.000 1.200 1.656 5.00 26.336 31.60 115.0 627.4 2,288.8 10.00 1.00 0.85 3.308 3.638 0.000 1.200 1.775 5.00 26.046 31.25 113.7 663.5 2,298.8 15.00 1.00 0.85 3.308 3.638 0.000 1.200 1.848 5.00 25.718 30.86 112.3 681.1 2,290.3 20.00 1.00 0.90 3.509 3.860 0.000 1.200 1.902 5.00 25.374 30.45 117.5 690.6 2,273.7 25.00 1.00 0.94 3.678 4.046 0.000 1.200 1.945 5.00 25.021 30.03 121.5 695.5 2,252.5 30.00 1.00 0.98 3.822 4.204 0.000 1.200 1.981 5.00 24.662 29.59 124.4 697.2 2,228.1 35.00 1.00 1.01 3.948 4.343 0.000 1.200 2.012 5.00 24.299 29.16 126.6 696.8 2,201.6 40.00 1.00 1.04 4.061 4.467 0.000 1.200 2.039 5.00 23.932 28.72 128.3 694.7 2,173.5 44.75 Bot - Section 2 1.00 1.06 4.158 4.574 0.000 1.200 2.062 4.75 22.394 26.87 122.9 656.9 2,037.6 45.00 1.00 1.07 4.163 4.579 0.000 1.200 2.063 0.25 1.185 1.42 6.5 35.1 169.8 50.00 1.00 1.09 4.256 4.682 0.000 1.200 2.085 5.00 23.511 28.21 132.1 696.7 3,365.9 52.00 Top - Section 1 1.00 1.10 4.291 4.721 0.000 1.200 2.093 2.00 9.298 11.16 52.7 277.9 1,332.0 55.00 1.00 1.11 4.342 4.777 0.000 1.200 2.105 3.00 13.837 16.60 79.3 414.9 1,144.4 60.00 1.00 1.13 4.423 4.865 0.000 1.200 2.123 5.00 22.766 27.32 132.9 685.5 1,883.4 65.00 1.00 1.15 4.498 4.948 0.000 1.200 2.140 5.00 22.391 26.87 132.9 678.8 1,854.4 70.00 1.00 1.17 4.569 5.025 0.000 1.200 2.156 5.00 22.015 26.42 132.8 671.6 1,824.8 73.00 Appertunance(s)1.00 1.18 4.609 5.070 0.000 1.200 2.165 3.00 13.027 15.63 79.3 400.2 1,081.4 74.08 Bot - Section 3 1.00 1.18 4.623 5.086 0.000 1.200 2.168 1.08 4.670 5.60 28.5 144.2 388.2 75.00 1.00 1.19 4.635 5.099 0.000 1.200 2.171 0.92 3.992 4.79 24.4 123.4 520.5 80.00 1.00 1.20 4.699 5.169 0.000 1.200 2.185 5.00 21.554 25.86 133.7 665.2 2,805.9 80.75 Top - Section 2 1.00 1.21 4.708 5.179 0.000 1.200 2.187 0.75 3.200 3.84 19.9 99.6 417.0 85.00 1.00 1.22 4.759 5.235 0.000 1.200 2.198 4.25 17.975 21.57 112.9 558.2 1,416.9 90.00 1.00 1.23 4.817 5.298 0.000 1.200 2.211 5.00 20.798 24.96 132.2 647.8 1,639.1 95.00 1.00 1.25 4.872 5.359 0.000 1.200 2.223 5.00 20.419 24.50 131.3 638.6 1,609.4 100.0 1.00 1.26 4.925 5.417 0.000 1.200 2.234 5.00 20.039 24.05 130.3 629.2 1,579.4 103.9 Bot - Section 4 1.00 1.27 4.965 5.461 0.000 1.200 2.243 3.92 15.433 18.52 101.1 486.9 1,217.0 105.0 1.00 1.27 4.976 5.473 0.000 1.200 2.245 1.08 4.277 5.13 28.1 135.9 501.4 110.0 1.00 1.29 5.025 5.527 0.000 1.200 2.256 5.00 19.518 23.42 129.5 617.4 2,282.0 110.0 Top - Section 3 1.00 1.29 5.025 5.527 0.000 1.200 2.256 0.00 0.001 0.00 0.0 0.0 0.2 114.0 Appertunance(s)1.00 1.30 5.063 5.569 0.000 1.200 2.264 4.00 15.339 18.41 102.5 487.3 1,079.5 115.0 1.00 1.30 5.072 5.579 0.000 1.200 2.266 1.00 3.796 4.56 25.4 121.4 267.8 116.0 Appertunance(s)1.00 1.30 5.081 5.589 0.000 1.200 2.268 1.00 3.781 4.54 25.4 121.0 266.7 120.0 Appertunance(s)1.00 1.31 5.117 5.629 0.000 1.200 2.276 4.00 14.975 17.97 101.2 477.4 1,053.5 125.0 1.00 1.32 5.162 5.678 0.000 1.200 2.285 5.00 18.376 22.05 125.2 586.1 1,291.1 130.0 1.00 1.33 5.204 5.725 0.000 1.200 2.294 5.00 17.995 21.59 123.6 575.2 1,263.5 135.0 Appertunance(s)1.00 1.34 5.246 5.771 0.000 1.200 2.303 5.00 17.613 21.14 122.0 564.2 1,235.7 140.0 1.00 1.35 5.286 5.815 0.000 1.200 2.311 5.00 17.231 20.68 120.2 553.0 1,207.7 142.0 Appertunance(s)1.00 1.36 5.302 5.832 0.000 1.200 2.314 2.00 6.785 8.14 47.5 219.4 476.6 145.0 Appertunance(s)1.00 1.36 5.325 5.858 0.000 1.200 2.319 3.00 10.063 12.08 70.7 325.0 705.8 150.0 1.00 1.37 5.364 5.900 0.000 1.200 2.327 5.00 16.467 19.76 116.6 530.1 1,151.3 151.7 Bot - Section 5 1.00 1.38 5.377 5.914 0.000 1.200 2.330 1.75 5.674 6.81 40.3 184.2 397.7 155.0 1.00 1.38 5.401 5.941 0.000 1.200 2.335 3.25 10.529 12.63 75.1 341.1 1,040.7 156.8 Top - Section 4 1.00 1.39 5.414 5.956 0.000 1.200 2.337 1.83 5.871 7.05 42.0 190.9 580.3 160.0 1.00 1.39 5.437 5.981 0.000 1.200 2.342 3.17 10.015 12.02 71.9 324.9 617.3 165.0 1.00 1.40 5.472 6.020 0.000 1.200 2.349 5.00 15.504 18.61 112.0 501.2 952.4 170.0 Appertunance(s)1.00 1.41 5.507 6.058 0.000 1.200 2.356 5.00 15.121 18.15 109.9 489.2 927.3 175.0 1.00 1.42 5.541 6.095 0.000 1.200 2.363 5.00 14.738 17.69 107.8 477.0 902.1 180.0 1.00 1.43 5.574 6.131 0.000 1.200 2.370 5.00 14.355 17.23 105.6 464.7 876.8 185.0 1.00 1.44 5.606 6.166 0.000 1.200 2.376 5.00 13.971 16.77 103.4 452.3 851.3 186.0 Appertunance(s)1.00 1.44 5.612 6.173 0.000 1.200 2.378 1.00 2.748 3.30 20.4 90.0 168.2 Pole :5/1/2012 8:51:13 PMCode: 19Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 28 Iterations Wind Importance Factor : Ice Importance Factor : 1.00 1.00 Ice Dead Load Factor :1.00 40.00 mph with 1.00 in Radial Ice 190.0 1.00 1.44 5.637 6.201 0.000 1.200 2.383 4.00 10.839 13.01 80.7 351.9 659.6 195.0 1.00 1.45 5.668 6.235 0.000 1.200 2.389 5.00 13.204 15.84 98.8 427.2 800.2 197.0 Appertunance(s)1.00 1.46 5.680 6.248 0.000 1.200 2.391 2.00 5.174 6.21 38.8 168.9 314.4 198.9 1.00 1.46 5.692 6.261 0.000 1.200 2.394 1.92 4.904 5.88 36.8 160.1 297.7 Totals:198.92 4,826.2 23,894.4 66,462.9 Pole :5/1/2012 8:51:13 PMCode: 20Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 28 Iterations Wind Importance Factor : Ice Importance Factor : 1.00 1.00 Ice Dead Load Factor :1.00 40.00 mph with 1.00 in Radial Ice (psf) Discrete Appurtenance Segment Forces Elev(ft)Description (sf) CaAa Factor (ft) VertEcc (ft) WindFX (lb) Load (lb) qz (psf)(lb-ft) Mom (lb-ft) Y MomZCaAaHorizEcc Qty TotalqzGh (Factored) Dead Ka 73.00 PCTEL GPS-TMG-HR-1 4.609 5.070 1.00 0.40 0.000 0.000 2.01 0.00 0.00 16.211.0073.00 Stand-Off 1 4.609 5.070 1.00 8.05 0.000 0.000 40.80 0.00 0.00 573.051.00114.0 Ericsson ML180.6 MM 1 5.063 5.569 1.00 5.47 0.000 0.000 30.44 0.00 0.00 241.161.00116.0 Ericsson ML180.6 MM 1 5.081 5.589 1.00 5.47 0.000 0.000 30.57 0.00 0.00 241.451.00 120.0 Ericsson ML18.12 M H 1 5.117 5.629 1.00 18.75 0.000 0.000 105.53 0.00 0.00 604.651.00 135.0 RFS APXV18-206517 3 5.246 5.771 0.80 16.40 0.000 0.000 94.65 0.00 0.00 605.701.00142.0 Antel BXA-171085-8BF 3 5.302 5.832 0.70 13.64 0.000 0.000 79.57 0.00 0.00 579.210.80142.0 Antel BXA-70063/4CF 3 5.302 5.832 0.61 10.96 0.000 0.000 63.95 0.00 0.00 548.480.80142.0 Antel LPA-80063/4CF 6 5.302 5.832 0.74 33.73 0.000 0.000 196.74 0.00 0.00 1,871.680.80 142.0 Low Profile Platform 1 5.302 5.832 1.00 47.21 0.000 0.000 275.35 0.00 0.00 2,460.901.00 142.0 RFS FD9R6004/2C-3L 6 5.302 5.832 0.40 1.67 0.000 0.000 9.72 0.00 0.00 149.570.80145.0 Side Arms 1 5.325 5.858 1.00 9.57 0.000 0.000 56.08 0.00 0.00 427.401.00145.0 Telewave ANT150F2 1 5.345 5.879 1.00 2.71 0.000 2.500 15.93 0.00 39.83 110.181.00 170.0 Andrew SBNH-1 5.507 6.058 0.40 5.48 0.000 0.000 33.21 0.00 0.00 458.240.80 170.0 Ericsson RRUS-11 800 6 5.507 6.058 0.40 8.24 0.000 0.000 49.92 0.00 0.00 1,170.960.80170.0 Flat Low Profile Pla 1 5.507 6.058 1.00 51.93 0.000 0.000 314.56 0.00 0.00 2,476.531.00170.0 Kathrein 800 10122 6 5.541 6.095 0.66 37.01 0.000 5.000 225.58 0.00 1,127.90 2,018.490.80170.0 Kathrein 860 10025 12 5.541 6.095 0.40 2.35 0.000 5.000 14.31 0.00 71.53 231.690.80 170.0 Powerwave P65-17-1 5.507 6.058 0.60 8.23 0.000 0.000 49.88 0.00 0.00 431.130.80 170.0 Powerwave TT19-6 5.541 6.095 0.40 2.50 0.000 5.000 15.23 0.00 76.13 373.470.80170.0 Raycap DC6-48-60-18-1 5.507 6.058 0.80 2.49 0.000 0.000 15.07 0.00 0.00 173.770.80186.0 6.7" x 10.7" TTA 6 5.612 6.173 0.40 2.66 0.000 0.000 16.44 0.00 0.00 290.270.80186.0 72" x 12" Panel 6 5.612 6.173 0.60 35.79 0.000 0.000 220.95 0.00 0.00 2,005.460.80 186.0 Low Profile Platform 1 5.612 6.173 1.00 47.91 0.000 0.000 295.76 0.00 0.00 2,484.451.00 197.0 Alcatel-Lucent 1900M 6 5.680 6.248 0.54 13.83 0.000 0.000 86.39 0.00 0.00 1,420.920.80197.0 Alcatel-Lucent 1900M 3 5.680 6.248 0.54 5.36 0.000 0.000 33.48 0.00 0.00 652.590.80197.0 Alcatel-Lucent 800 M 3 5.680 6.248 0.54 4.83 0.000 0.000 30.17 0.00 0.00 581.180.80 197.0 Alcatel-Lucent ALU 8 3 5.680 6.248 0.54 1.92 0.000 0.000 12.02 0.00 0.00 151.290.80197.0 Decibel DB980H80E-M 6 5.680 6.248 0.60 18.97 0.000 0.000 118.51 0.00 0.00 901.360.80 197.0 Low Profile Platform 1 5.680 6.248 1.00 48.06 0.000 0.000 300.30 0.00 0.00 2,489.551.00197.0 MPR e 1 5.680 6.248 0.80 1.10 0.000 0.000 6.86 0.00 0.00 70.630.80197.0 RFS APXVSPP18-C-3 5.680 6.248 0.66 19.36 0.000 0.000 120.97 0.00 0.00 1,085.530.80 197.0 RFS IBC1900HB-2 3 5.680 6.248 0.40 2.19 0.000 0.000 13.71 0.00 0.00 337.470.80 197.0 RFS SB2-107AMPT 1 5.680 6.248 0.80 5.81 0.000 0.000 36.32 0.00 0.00 153.250.80 3,010.98 28,387.89 Pole :5/1/2012 8:51:13 PMCode: 21Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 28 Iterations Wind Importance Factor : Ice Importance Factor : 1.00 1.00 Ice Dead Load Factor :1.00 40.00 mph with 1.00 in Radial Ice Seg Elev (ft) FX (-) (lb)(lb) FY (-)MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary Lateral Axial MomentTorsion 0.00 0.00 0.00 0.00 0.005.00 114.98 2,288.79 0.00 0.0010.00 113.71 2,607.32 0.00 0.0015.00 112.28 2,598.84 0.00 0.00 20.00 117.54 2,582.26 0.00 0.00 25.00 121.48 2,561.01 0.00 0.0030.00 124.42 2,536.70 0.00 0.0035.00 126.64 2,510.18 0.00 0.00 40.00 128.28 2,482.00 0.00 0.0044.75 122.90 2,330.70 0.00 0.00 45.00 6.51 185.21 0.00 0.0050.00 132.09 3,674.49 0.00 0.0052.00 52.67 1,455.43 0.00 0.00 55.00 79.31 1,329.49 0.00 0.00 60.00 132.90 2,191.93 0.00 0.0065.00 132.94 2,162.92 0.00 0.0070.00 132.76 2,133.34 0.00 0.0073.00 122.07 1,855.79 0.00 0.00 74.08 28.50 454.82 0.00 0.00 75.00 24.42 576.95 0.00 0.0080.00 133.69 3,113.56 0.00 0.0080.75 19.89 463.15 0.00 0.00 85.00 112.92 1,678.35 0.00 0.0090.00 132.23 1,946.71 0.00 0.00 95.00 131.31 1,917.03 0.00 0.00100.0 130.27 1,887.04 0.00 0.00103.9 101.14 1,458.01 0.00 0.00 105.0 28.09 567.99 0.00 0.00 110.0 129.46 2,589.66 0.00 0.00110.0 0.01 0.17 0.00 0.00114.0 132.94 1,566.77 0.00 0.00115.0 25.42 329.25 0.00 0.00 116.0 55.93 569.61 0.00 0.00 120.0 206.69 1,903.50 0.00 0.00125.0 125.20 1,596.92 0.00 0.00130.0 123.62 1,569.30 0.00 0.00135.0 216.61 2,147.21 0.00 0.00 140.0 120.24 1,484.02 0.00 0.00 142.0 672.81 6,196.94 0.00 0.00145.0 142.74 1,373.68 0.00 39.83150.0 116.58 1,366.59 0.00 0.00 151.7 40.27 473.10 0.00 0.00 155.0 75.06 1,180.59 0.00 0.00156.8 41.96 659.21 0.00 0.00160.0 71.87 753.63 0.00 0.00165.0 112.00 1,167.63 0.00 0.00 170.0 827.68 8,476.84 0.00 1,275.57 175.0 107.79 1,067.91 0.00 0.00180.0 105.61 983.56 0.00 0.00185.0 103.38 958.13 0.00 0.00 Pole :5/1/2012 8:51:13 PMCode: 22Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 28 Iterations Wind Importance Factor : Ice Importance Factor : 1.00 1.00 Ice Dead Load Factor :1.00 40.00 mph with 1.00 in Radial Ice 186.0 553.50 4,969.74 0.00 0.00190.0 80.66 697.81 0.00 0.00195.0 98.79 847.93 0.00 0.00197.0 797.53 8,177.28 0.00 0.00 198.9 36.84 297.67 0.00 0.00 Totals:7,837.15 104,954.6 0.00 1,315.39 Pole :5/1/2012 8:51:13 PMCode: 23Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 28 Iterations Wind Importance Factor : Ice Importance Factor : 1.00 1.00 Ice Dead Load Factor :1.00 40.00 mph with 1.00 in Radial Ice Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -104.95 -7.88 -1,116.570.00 0.00 1,116.57 5,455.75 2,727.88 6,571.5913,237.3 0.00 0.00 0.1895.00 -102.66 -7.84 -1,077.190.00 0.00 1,077.19 5,404.98 2,702.49 6,408.2712,908.3 0.02 -0.04 0.18710.00 -100.04 -7.80 -1,037.990.00 0.00 1,037.99 5,353.12 2,676.56 6,245.6012,580.7 0.09 -0.09 0.185 15.00 -97.44 -7.76 -998.990.00 0.00 998.99 5,300.18 2,650.09 6,083.6412,254.4 0.21 -0.13 0.18320.00 -94.85 -7.71 -960.190.00 0.00 960.19 5,246.16 2,623.08 5,922.4711,929.8 0.37 -0.18 0.180 25.00 -92.28 -7.65 -921.640.00 0.00 921.64 5,191.06 2,595.53 5,762.1411,606.8 0.58 -0.22 0.17830.00 -89.74 -7.59 -883.380.00 0.00 883.38 5,134.87 2,567.43 5,602.7111,285.7 0.84 -0.27 0.17535.00 -87.23 -7.52 -845.430.00 0.00 845.43 5,077.60 2,538.80 5,444.2410,966.5 1.14 -0.31 0.172 40.00 -84.74 -7.45 -807.830.00 0.00 807.83 5,019.24 2,509.62 5,286.8010,649.3 1.50 -0.36 0.170 44.75 -82.41 -7.34 -772.470.00 0.00 772.47 4,962.80 2,481.40 5,138.2310,350.1 1.88 -0.41 0.16745.00 -82.22 -7.37 -770.630.00 0.00 770.63 4,959.81 2,479.90 5,130.4410,334.4 1.90 -0.41 0.16750.00 -78.54 -7.25 -733.800.00 0.00 733.80 4,899.29 2,449.64 4,975.2310,021.7 2.35 -0.45 0.16452.00 -77.08 -7.22 -719.290.00 0.00 719.29 3,993.53 1,996.76 4,097.318,253.35 2.55 -0.47 0.195 55.00 -75.75 -7.18 -697.630.00 0.00 697.63 3,967.28 1,983.64 4,025.388,108.46 2.86 -0.50 0.192 60.00 -73.55 -7.10 -661.710.00 0.00 661.71 3,922.66 1,961.33 3,905.967,867.91 3.41 -0.56 0.18865.00 -71.38 -7.01 -626.210.00 0.00 626.21 3,876.96 1,938.48 3,787.177,628.63 4.02 -0.61 0.18470.00 -69.25 -6.91 -591.160.00 0.00 591.16 3,830.17 1,915.09 3,669.077,390.74 4.69 -0.66 0.17973.00 -67.39 -6.79 -570.450.00 0.00 570.45 3,801.58 1,900.79 3,598.577,248.72 5.11 -0.69 0.176 74.08 -66.93 -6.77 -563.100.00 0.00 563.10 3,791.16 1,895.58 3,573.187,197.58 5.27 -0.71 0.175 75.00 -66.35 -6.77 -556.900.00 0.00 556.90 3,782.31 1,891.15 3,551.737,154.36 5.41 -0.71 0.17480.00 -63.24 -6.63 -523.050.00 0.00 523.05 3,733.36 1,866.68 3,435.196,919.62 6.18 -0.77 0.16980.75 -62.77 -6.63 -518.070.00 0.00 518.07 3,339.34 1,669.67 3,114.866,274.36 6.31 -0.78 0.185 85.00 -61.09 -6.55 -489.890.00 0.00 489.89 3,304.74 1,652.37 3,029.486,102.38 7.02 -0.82 0.180 90.00 -59.14 -6.44 -457.140.00 0.00 457.14 3,263.02 1,631.51 2,929.565,901.12 7.91 -0.88 0.17495.00 -57.22 -6.34 -424.920.00 0.00 424.92 3,220.23 1,610.11 2,830.275,701.11 8.85 -0.93 0.168100.00 -55.33 -6.22 -393.240.00 0.00 393.24 3,176.35 1,588.18 2,731.675,502.49 9.85 -0.98 0.161103.92 -53.87 -6.12 -368.880.00 0.00 368.88 3,141.22 1,570.61 2,654.945,347.94 10.68 -1.02 0.156 105.00 -53.30 -6.11 -362.250.00 0.00 362.25 3,131.39 1,565.70 2,633.815,305.38 10.91 -1.04 0.155 110.00 -50.71 -5.95 -331.710.00 0.00 331.71 3,085.35 1,542.68 2,536.775,109.89 12.02 -1.09 0.147110.00 -50.71 -5.97 -331.710.00 0.00 331.71 2,354.82 1,177.41 1,969.513,967.25 12.02 -1.09 0.190114.00 -49.14 -5.83 -307.820.00 0.00 307.82 2,331.48 1,165.74 1,914.743,856.92 12.95 -1.13 0.182115.00 -48.81 -5.81 -301.990.00 0.00 301.99 2,325.54 1,162.77 1,901.063,829.38 13.19 -1.14 0.180 116.00 -48.24 -5.77 -296.180.00 0.00 296.18 2,319.56 1,159.78 1,887.403,801.86 13.43 -1.15 0.178 120.00 -46.34 -5.56 -273.110.00 0.00 273.11 2,295.18 1,147.59 1,832.863,691.99 14.41 -1.20 0.169125.00 -44.74 -5.45 -245.300.00 0.00 245.30 2,263.73 1,131.87 1,764.963,555.21 15.69 -1.25 0.159130.00 -43.17 -5.33 -218.070.00 0.00 218.07 2,231.21 1,115.60 1,697.423,419.17 17.03 -1.30 0.148 135.00 -41.02 -5.09 -191.450.00 0.00 191.45 2,197.59 1,098.80 1,630.313,283.99 18.43 -1.35 0.136140.00 -39.54 -4.96 -165.980.00 0.00 165.98 2,162.90 1,081.45 1,563.693,149.79 19.87 -1.40 0.124 142.00 -33.36 -4.15 -156.060.00 0.00 156.06 2,148.72 1,074.36 1,537.193,096.41 20.46 -1.42 0.117145.00 -31.99 -3.99 -143.580.00 0.00 143.58 2,127.12 1,063.56 1,497.623,016.70 21.36 -1.45 0.111150.00 -30.62 -3.85 -123.620.00 0.00 123.62 2,090.26 1,045.13 1,432.152,884.83 22.90 -1.49 0.101 151.75 -30.15 -3.81 -116.880.00 0.00 116.88 2,077.10 1,038.55 1,409.392,838.98 23.45 -1.50 0.097 155.00 -28.97 -3.71 -104.500.00 0.00 104.50 2,052.32 1,026.16 1,367.362,754.32 24.48 -1.53 0.091156.83 -28.31 -3.66 -97.680.00 0.00 97.68 1,448.01 724.01 971.491,956.91 25.07 -1.54 0.120160.00 -27.56 -3.59 -86.090.00 0.00 86.09 1,434.38 717.19 945.181,903.91 26.10 -1.56 0.110165.00 -26.39 -3.46 -68.160.00 0.00 68.16 1,411.97 705.99 903.721,820.40 27.76 -1.60 0.094 170.00 -17.94 -2.40 -49.590.00 0.00 49.59 1,388.48 694.24 862.441,737.24 29.45 -1.63 0.070 175.00 -16.87 -2.27 -37.590.00 0.00 37.59 1,363.90 681.95 821.391,654.56 31.17 -1.66 0.058180.00 -15.89 -2.14 -26.250.00 0.00 26.25 1,338.25 669.12 780.641,572.48 32.92 -1.68 0.046185.00 -14.94 -2.01 -15.560.00 0.00 15.56 1,311.50 655.75 740.251,491.12 34.68 -1.69 0.032186.00 -9.99 -1.31 -13.550.00 0.00 13.55 1,306.03 653.01 732.231,474.95 35.04 -1.69 0.026 Pole :5/1/2012 8:51:13 PMCode: 24Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 28 Iterations Wind Importance Factor : Ice Importance Factor : 1.00 1.00 Ice Dead Load Factor :1.00 40.00 mph with 1.00 in Radial Ice 190.00 -9.29 -1.21 -8.310.00 0.00 8.31 1,283.68 641.84 700.291,410.61 36.46 -1.70 0.019195.00 -8.45 -1.09 -2.260.00 0.00 2.26 1,254.77 627.39 660.801,331.07 38.24 -1.71 0.010 197.00 -0.30 -0.05 -0.090.00 0.00 0.09 1,242.91 621.45 645.151,299.55 38.96 -1.71 0.000198.92 0.00 -0.04 0.000.00 0.00 0.00 1,231.36 615.68 630.231,269.49 39.64 -1.71 0.000 Pole :5/1/2012 8:51:13 PMCode: 25Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.0E Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 0.00 0 Iterations Ss : S1 : 0.22 0.07 Seismic Importance Factor :1.00 Seismic Load Factor :1.00 Structure Frequency :0.2728 Sds :0.37 Sd1 :0.15 SA :0.04 Dead Load with Seismic Total Segment Forces Seg Top Elev(ft)DescriptionDescription Wz(lb)a b c 1.50R : Fs (Factored) Lateral (lb) 0.00 0.00 0.00 0.00 0.00 0.005.00 1384.45 0.00 0.03 0.01 54.61 10.00 1362.71 0.00 0.04 0.02 77.0815.00 1340.98 0.01 0.06 0.03 88.10 20.00 1319.24 0.02 0.06 0.04 93.4825.00 1297.50 0.03 0.07 0.04 95.8830.00 1275.77 0.04 0.07 0.04 96.77 35.00 1254.03 0.06 0.07 0.04 97.00 40.00 1232.30 0.08 0.07 0.04 97.0644.75 Bot - Section 2 1150.55 0.10 0.07 0.04 92.2945.00 112.28 0.10 0.07 0.04 9.0150.00 2224.35 0.12 0.07 0.03 182.30 52.00 Top - Section 1 878.44 0.13 0.07 0.03 72.60 55.00 607.90 0.14 0.07 0.03 50.8560.00 998.27 0.17 0.07 0.03 84.9565.00 979.64 0.20 0.06 0.02 84.1270.00 961.01 0.23 0.06 0.02 81.97 73.00 Appertunance(s)1011.66 0.25 0.05 0.02 84.92 74.08 Bot - Section 3 203.34 0.26 0.05 0.02 16.9275.00 330.92 0.27 0.05 0.02 27.2980.00 1783.92 0.31 0.04 0.01 135.98 80.75 Top - Section 2 264.51 0.31 0.04 0.01 19.81 85.00 715.54 0.35 0.03 0.01 46.6390.00 826.02 0.39 0.02 0.01 39.7095.00 808.94 0.43 0.01 0.01 19.88100.0 791.86 0.48 -0.01 0.01 -2.91 103.9 Bot - Section 4 608.41 0.52 -0.02 0.01 -16.30 105.0 304.56 0.53 -0.03 0.01 -10.06110.0 1387.19 0.58 -0.04 0.01 -82.15110.0 Top - Section 3 0.09 0.58 -0.04 0.01 -0.01114.0 Appertunance(s)757.48 0.62 -0.06 0.02 -57.48 115.0 121.98 0.63 -0.06 0.02 -9.68 116.0 Appertunance(s)385.42 0.64 -0.07 0.02 -31.81120.0 Appertunance(s)744.11 0.69 -0.08 0.03 -68.72125.0 587.56 0.75 -0.10 0.04 -57.78 130.0 573.59 0.81 -0.11 0.06 -56.15135.0 Appertunance(s)823.62 0.87 -0.12 0.08 -75.41 140.0 545.64 0.94 -0.12 0.10 -43.49142.0 Appertunance(s)894.74 0.96 -0.12 0.11 -65.74145.0 Appertunance(s)761.32 1.00 -0.11 0.13 -47.64 150.0 517.70 1.07 -0.08 0.17 -20.84 151.7 Bot - Section 5 177.96 1.10 -0.07 0.19 -5.56155.0 582.99 1.15 -0.04 0.22 -7.44156.8 Top - Section 4 324.42 1.17 -0.02 0.24 -0.45160.0 243.69 1.22 0.03 0.27 4.86 165.0 375.98 1.30 0.12 0.34 21.78 170.0 Appertunance(s)2729.52 1.38 0.25 0.41 276.62175.0 354.25 1.46 0.41 0.50 53.23180.0 343.38 1.55 0.63 0.60 70.34 185.0 332.51 1.63 0.89 0.72 88.17186.0 Appertunance(s)668.20 1.65 0.95 0.74 185.72 Pole :5/1/2012 8:51:13 PMCode: 26Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.2D + 1.0E Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 0.00 0 Iterations Ss : S1 : 0.22 0.07 Seismic Importance Factor :1.00 Seismic Load Factor :1.00 Structure Frequency :0.2728 Sds :0.37 Sd1 :0.15 SA :0.04 Dead Load with Seismic 190.0 256.45 1.72 1.22 0.85 84.99195.0 310.78 1.82 1.61 1.01 125.45 197.0 Appertunance(s)2632.17 1.85 1.79 1.07 1143.06198.9 114.66 1.89 1.98 1.14 53.27 Totals: Seismic Base Shear Is Less Than 50% Of Wind Force - Analysis Not Required Total Wind :43,576.50 3,197.08 42,803.8 Pole :5/1/2012 8:51:13 PMCode: 27Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:0.9D + 1.0E Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 0.00 0 Iterations Ss : S1 : 0.22 0.07 Seismic Importance Factor :1.00 Seismic Load Factor :1.00 Structure Frequency :0.2728 Sds :0.37 Sd1 :0.15 SA :0.04 Dead Load with Seismic (Reduced DL) Total Segment Forces Seg Top Elev(ft)DescriptionDescription Wz(lb)a b c 1.50R : Fs (Factored) Lateral (lb) 0.00 0.00 0.00 0.00 0.00 0.005.00 1384.45 0.00 0.03 0.01 54.61 10.00 1362.71 0.00 0.04 0.02 77.0815.00 1340.98 0.01 0.06 0.03 88.10 20.00 1319.24 0.02 0.06 0.04 93.4825.00 1297.50 0.03 0.07 0.04 95.8830.00 1275.77 0.04 0.07 0.04 96.77 35.00 1254.03 0.06 0.07 0.04 97.00 40.00 1232.30 0.08 0.07 0.04 97.0644.75 Bot - Section 2 1150.55 0.10 0.07 0.04 92.2945.00 112.28 0.10 0.07 0.04 9.0150.00 2224.35 0.12 0.07 0.03 182.30 52.00 Top - Section 1 878.44 0.13 0.07 0.03 72.60 55.00 607.90 0.14 0.07 0.03 50.8560.00 998.27 0.17 0.07 0.03 84.9565.00 979.64 0.20 0.06 0.02 84.1270.00 961.01 0.23 0.06 0.02 81.97 73.00 Appertunance(s)1011.66 0.25 0.05 0.02 84.92 74.08 Bot - Section 3 203.34 0.26 0.05 0.02 16.9275.00 330.92 0.27 0.05 0.02 27.2980.00 1783.92 0.31 0.04 0.01 135.98 80.75 Top - Section 2 264.51 0.31 0.04 0.01 19.81 85.00 715.54 0.35 0.03 0.01 46.6390.00 826.02 0.39 0.02 0.01 39.7095.00 808.94 0.43 0.01 0.01 19.88100.0 791.86 0.48 -0.01 0.01 -2.91 103.9 Bot - Section 4 608.41 0.52 -0.02 0.01 -16.30 105.0 304.56 0.53 -0.03 0.01 -10.06110.0 1387.19 0.58 -0.04 0.01 -82.15110.0 Top - Section 3 0.09 0.58 -0.04 0.01 -0.01114.0 Appertunance(s)757.48 0.62 -0.06 0.02 -57.48 115.0 121.98 0.63 -0.06 0.02 -9.68 116.0 Appertunance(s)385.42 0.64 -0.07 0.02 -31.81120.0 Appertunance(s)744.11 0.69 -0.08 0.03 -68.72125.0 587.56 0.75 -0.10 0.04 -57.78 130.0 573.59 0.81 -0.11 0.06 -56.15135.0 Appertunance(s)823.62 0.87 -0.12 0.08 -75.41 140.0 545.64 0.94 -0.12 0.10 -43.49142.0 Appertunance(s)894.74 0.96 -0.12 0.11 -65.74145.0 Appertunance(s)761.32 1.00 -0.11 0.13 -47.64 150.0 517.70 1.07 -0.08 0.17 -20.84 151.7 Bot - Section 5 177.96 1.10 -0.07 0.19 -5.56155.0 582.99 1.15 -0.04 0.22 -7.44156.8 Top - Section 4 324.42 1.17 -0.02 0.24 -0.45160.0 243.69 1.22 0.03 0.27 4.86 165.0 375.98 1.30 0.12 0.34 21.78 170.0 Appertunance(s)2729.52 1.38 0.25 0.41 276.62175.0 354.25 1.46 0.41 0.50 53.23180.0 343.38 1.55 0.63 0.60 70.34 185.0 332.51 1.63 0.89 0.72 88.17186.0 Appertunance(s)668.20 1.65 0.95 0.74 185.72 Pole :5/1/2012 8:51:13 PMCode: 28Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:0.9D + 1.0E Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 0.00 0 Iterations Ss : S1 : 0.22 0.07 Seismic Importance Factor :1.00 Seismic Load Factor :1.00 Structure Frequency :0.2728 Sds :0.37 Sd1 :0.15 SA :0.04 Dead Load with Seismic (Reduced DL) 190.0 256.45 1.72 1.22 0.85 84.99195.0 310.78 1.82 1.61 1.01 125.45 197.0 Appertunance(s)2632.17 1.85 1.79 1.07 1143.06198.9 114.66 1.89 1.98 1.14 53.27 Totals: Seismic Base Shear Is Less Than 50% Of Wind Force - Analysis Not Required Total Wind :43,576.50 3,197.08 42,803.8 Pole :5/1/2012 8:51:13 PMCode: 29Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 27 Iterations Wind Importance Factor :1.00 60.00 mph Serviceability DescriptionElev Seg Top (lb)Tributary(ft)(mph-ft)(ft)Kz qz(psf)C Cf Aa(sf)CfAa(sf)(lb) Wind Load(lb) Shaft Segment Forces Force X Dead Load IceqzGh(psf) Tot Dead Kzt Ice (in)Thick (Factored) 0.00 1.00 0.85 7.442 8.186 278.24 0.750 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.85 7.442 8.186 273.94 0.750 0.000 5.00 24.955 18.72 153.2 0.0 1,384.4 10.00 1.00 0.85 7.442 8.186 269.64 0.750 0.000 5.00 24.567 18.42 150.8 0.0 1,362.7 15.00 1.00 0.85 7.442 8.186 265.33 0.750 0.000 5.00 24.178 18.13 148.4 0.0 1,341.0 20.00 1.00 0.90 7.896 8.686 268.88 0.750 0.000 5.00 23.789 17.84 155.0 0.0 1,319.2 25.00 1.00 0.94 8.276 9.104 270.73 0.750 0.000 5.00 23.400 17.55 159.8 0.0 1,297.5 30.00 1.00 0.98 8.600 9.460 271.35 0.750 0.000 5.00 23.011 17.26 163.3 0.0 1,275.8 35.00 1.00 1.01 8.883 9.772 271.09 0.750 0.000 5.00 22.622 16.97 165.8 0.0 1,254.0 40.00 1.00 1.04 9.137 10.05 270.16 0.750 0.000 5.00 22.233 16.67 167.6 0.0 1,232.3 44.75 Bot - Section 2 1.00 1.06 9.355 10.29 268.79 0.750 0.000 4.75 20.761 15.57 160.2 0.0 1,150.5 45.00 1.00 1.07 9.366 10.30 268.71 0.750 0.000 0.25 1.099 0.82 8.5 0.0 112.3 50.00 1.00 1.09 9.576 10.53 266.82 0.750 0.000 5.00 21.774 16.33 172.0 0.0 2,224.4 52.00 Top - Section 1 1.00 1.10 9.656 10.62 265.97 0.750 0.000 2.00 8.601 6.45 68.5 0.0 878.4 55.00 1.00 1.11 9.770 10.74 268.62 0.750 0.000 3.00 12.784 9.59 103.0 0.0 607.9 60.00 1.00 1.13 9.951 10.94 266.12 0.750 0.000 5.00 20.996 15.75 172.4 0.0 998.3 65.00 1.00 1.15 10.120 11.13 263.35 0.750 0.000 5.00 20.607 15.46 172.1 0.0 979.6 70.00 1.00 1.17 10.279 11.30 260.36 0.750 0.000 5.00 20.219 15.16 171.5 0.0 961.0 73.00 Appertunance(s)1.00 1.18 10.370 11.40 258.46 0.750 0.000 3.00 11.944 8.96 102.2 0.0 567.7 74.08 Bot - Section 3 1.00 1.18 10.403 11.44 257.76 0.750 0.000 1.08 4.279 3.21 36.7 0.0 203.3 75.00 1.00 1.19 10.430 11.47 257.16 0.750 0.000 0.92 3.660 2.74 31.5 0.0 330.9 80.00 1.00 1.20 10.572 11.62 253.79 0.750 0.000 5.00 19.733 14.80 172.1 0.0 1,783.9 80.75 Top - Section 2 1.00 1.21 10.593 11.65 253.27 0.750 0.000 0.75 2.926 2.19 25.6 0.0 264.5 85.00 1.00 1.22 10.708 11.77 254.13 0.750 0.000 4.25 16.418 12.31 145.0 0.0 715.5 90.00 1.00 1.23 10.838 11.92 250.47 0.750 0.000 5.00 18.955 14.22 169.5 0.0 826.0 95.00 1.00 1.25 10.962 12.05 246.68 0.750 0.000 5.00 18.566 13.92 167.9 0.0 808.9 100.0 1.00 1.26 11.081 12.18 242.76 0.750 0.000 5.00 18.177 13.63 166.2 0.0 791.9 103.9 Bot - Section 4 1.00 1.27 11.171 12.28 239.62 0.750 0.000 3.92 13.968 10.48 128.7 0.0 608.4 105.0 1.00 1.27 11.195 12.31 238.74 0.750 0.000 1.08 3.872 2.90 35.8 0.0 304.6 110.0 1.00 1.29 11.305 12.43 234.61 0.750 0.000 5.00 17.639 13.23 164.5 0.0 1,387.2 110.0 Top - Section 3 1.00 1.29 11.305 12.43 234.61 0.750 0.000 0.00 0.001 0.00 0.0 0.0 0.1 114.0 Appertunance(s)1.00 1.30 11.391 12.53 234.50 0.750 0.000 4.00 13.830 10.37 130.0 0.0 493.5 115.0 1.00 1.30 11.412 12.55 233.65 0.750 0.000 1.00 3.419 2.56 32.2 0.0 122.0 116.0 Appertunance(s)1.00 1.30 11.432 12.57 232.80 0.750 0.000 1.00 3.403 2.55 32.1 0.0 121.4 120.0 Appertunance(s)1.00 1.31 11.514 12.66 229.35 0.750 0.000 4.00 13.457 10.09 127.8 0.0 480.1 125.0 1.00 1.32 11.614 12.77 224.96 0.750 0.000 5.00 16.472 12.35 157.8 0.0 587.6 130.0 1.00 1.33 11.710 12.88 220.50 0.750 0.000 5.00 16.083 12.06 155.4 0.0 573.6 135.0 Appertunance(s)1.00 1.34 11.803 12.98 215.96 0.750 0.000 5.00 15.694 11.77 152.8 0.0 559.6 140.0 1.00 1.35 11.894 13.08 211.35 0.750 0.000 5.00 15.305 11.48 150.2 0.0 545.6 142.0 Appertunance(s)1.00 1.36 11.930 13.12 209.48 0.750 0.000 2.00 6.013 4.51 59.2 0.0 214.3 145.0 Appertunance(s)1.00 1.36 11.982 13.18 206.67 0.750 0.000 3.00 8.903 6.68 88.0 0.0 317.3 150.0 1.00 1.37 12.068 13.27 201.93 0.750 0.000 5.00 14.527 10.90 144.6 0.0 517.7 151.7 Bot - Section 5 1.00 1.38 12.098 13.30 200.25 0.750 0.000 1.75 4.995 3.75 49.8 0.0 178.0 155.0 1.00 1.38 12.152 13.36 197.13 0.750 0.000 3.25 9.265 6.95 92.9 0.0 583.0 156.8 Top - Section 4 1.00 1.39 12.182 13.40 195.35 0.750 0.000 1.83 5.157 3.87 51.8 0.0 324.4 160.0 1.00 1.39 12.233 13.45 194.91 0.750 0.000 3.17 8.779 6.58 88.6 0.0 243.7 165.0 1.00 1.40 12.313 13.54 190.01 0.750 0.000 5.00 13.547 10.16 137.6 0.0 376.0 170.0 Appertunance(s)1.00 1.41 12.390 13.62 185.05 0.750 0.000 5.00 13.158 9.87 134.5 0.0 365.1 175.0 1.00 1.42 12.466 13.71 180.05 0.750 0.000 5.00 12.769 9.58 131.3 0.0 354.2 180.0 1.00 1.43 12.540 13.79 175.00 0.750 0.000 5.00 12.380 9.28 128.1 0.0 343.4 185.0 1.00 1.44 12.613 13.87 169.90 0.750 0.000 5.00 11.991 8.99 124.8 0.0 332.5 186.0 Appertunance(s)1.00 1.44 12.627 13.89 168.88 0.750 0.000 1.00 2.352 1.76 24.5 0.0 65.2 Pole :5/1/2012 8:51:13 PMCode: 30Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 27 Iterations Wind Importance Factor :1.00 60.00 mph Serviceability 190.0 1.00 1.44 12.684 13.95 164.76 0.750 0.000 4.00 9.251 6.94 96.8 0.0 256.4 195.0 1.00 1.45 12.753 14.02 159.58 0.750 0.000 5.00 11.213 8.41 118.0 0.0 310.8 197.0 Appertunance(s)1.00 1.46 12.781 14.05 157.50 0.750 0.000 2.00 4.376 3.28 46.1 0.0 121.3 198.9 1.00 1.46 12.807 14.08 155.50 0.750 0.000 1.92 4.139 3.10 43.7 0.0 114.7 Totals:596.75 91,744.1 0.0 109,968.8 Pole :5/1/2012 8:51:13 PMCode: 31Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 27 Iterations Wind Importance Factor :1.00 60.00 mph Serviceability (psf) Discrete Appurtenance Segment Forces Elev(ft)Description (sf) CaAa Factor (ft) VertEcc (ft) WindFX (lb) Load (lb) qz (psf)(lb-ft) Mom (lb-ft) Y MomZCaAaHorizEcc Qty TotalqzGh (Factored) Dead Ka 73.00 PCTEL GPS-TMG-HR-1 10.370 11.407 1.00 0.09 0.000 0.000 1.03 0.00 0.00 0.601.0073.00 Stand-Off 1 10.370 11.407 1.00 3.50 0.000 0.000 39.93 0.00 0.00 200.001.00114.0 Ericsson ML180.6 MM 1 11.391 12.530 1.00 3.96 0.000 0.000 49.62 0.00 0.00 90.001.00116.0 Ericsson ML180.6 MM 1 11.432 12.576 1.00 3.96 0.000 0.000 49.80 0.00 0.00 90.001.00 120.0 Ericsson ML18.12 M H 1 11.514 12.666 1.00 15.86 0.000 0.000 200.88 0.00 0.00 170.001.00 135.0 RFS APXV18-206517 3 11.803 12.984 0.80 12.41 0.000 0.000 161.10 0.00 0.00 79.201.00142.0 Antel BXA-171085-8BF 3 11.930 13.123 0.70 10.07 0.000 0.000 132.20 0.00 0.00 45.000.80142.0 Antel BXA-70063/4CF 3 11.930 13.123 0.61 9.41 0.000 0.000 123.51 0.00 0.00 29.700.80142.0 Antel LPA-80063/4CF 6 11.930 13.123 0.74 31.25 0.000 0.000 410.06 0.00 0.00 120.000.80 142.0 Low Profile Platform 1 11.930 13.123 1.00 21.70 0.000 0.000 284.76 0.00 0.00 1,500.001.00 142.0 RFS FD9R6004/2C-3L 6 11.930 13.123 0.40 0.89 0.000 0.000 11.65 0.00 0.00 18.600.80145.0 Side Arms 1 11.982 13.181 1.00 6.30 0.000 0.000 83.04 0.00 0.00 150.001.00145.0 Telewave ANT150F2 1 12.026 13.228 1.00 1.23 0.000 2.500 16.27 0.00 40.68 13.001.00 170.0 Andrew SBNH-1 12.390 13.629 0.60 6.86 0.000 0.000 93.55 0.00 0.00 66.100.80 170.0 Ericsson RRUS-11 800 6 12.390 13.629 0.40 7.06 0.000 0.000 96.17 0.00 0.00 324.000.80170.0 Flat Low Profile Pla 1 12.390 13.629 1.00 26.10 0.000 0.000 355.73 0.00 0.00 1,500.001.00170.0 Kathrein 800 10122 6 12.466 13.713 0.66 29.95 0.000 5.000 410.74 0.00 2,053.70 357.000.80170.0 Kathrein 860 10025 12 12.466 13.713 0.40 0.86 0.000 5.000 11.85 0.00 59.24 14.400.80 170.0 Powerwave P65-17-1 12.390 13.629 0.60 6.88 0.000 0.000 93.72 0.00 0.00 59.000.80 170.0 Powerwave TT19-6 12.466 13.713 0.40 1.54 0.000 5.000 21.06 0.00 105.31 96.000.80170.0 Raycap DC6-48-60-18-1 12.390 13.629 0.80 1.18 0.000 0.000 16.03 0.00 0.00 31.800.80186.0 6.7" x 10.7" TTA 6 12.627 13.890 0.40 1.68 0.000 0.000 23.34 0.00 0.00 59.400.80186.0 72" x 12" Panel 6 12.627 13.890 0.60 30.24 0.000 0.000 420.03 0.00 0.00 270.000.80 186.0 Low Profile Platform 1 12.627 13.890 1.00 21.70 0.000 0.000 301.41 0.00 0.00 1,500.001.00 197.0 Alcatel-Lucent 1900M 6 12.781 14.059 0.54 12.22 0.000 0.000 171.81 0.00 0.00 264.000.80197.0 Alcatel-Lucent 1900M 3 12.781 14.059 0.54 4.45 0.000 0.000 62.62 0.00 0.00 180.000.80197.0 Alcatel-Lucent 800 M 3 12.781 14.059 0.54 4.00 0.000 0.000 56.29 0.00 0.00 159.000.80 197.0 Alcatel-Lucent ALU 8 3 12.781 14.059 0.54 1.25 0.000 0.000 17.63 0.00 0.00 26.400.80197.0 Decibel DB980H80E-M 6 12.781 14.059 0.60 13.68 0.000 0.000 192.33 0.00 0.00 51.000.80 197.0 Low Profile Platform 1 12.781 14.059 1.00 21.70 0.000 0.000 305.08 0.00 0.00 1,500.001.00197.0 MPR e 1 12.781 14.059 0.80 0.74 0.000 0.000 10.35 0.00 0.00 13.000.80197.0 RFS APXVSPP18-C-3 12.781 14.059 0.66 16.26 0.000 0.000 228.54 0.00 0.00 171.000.80 197.0 RFS IBC1900HB-2 3 12.781 14.059 0.40 1.57 0.000 0.000 22.10 0.00 0.00 120.000.80 197.0 RFS SB2-107AMPT 1 12.781 14.059 0.80 4.31 0.000 0.000 60.62 0.00 0.00 26.500.80 4,534.84 9,294.70 Pole :5/1/2012 8:51:13 PMCode: 32Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 27 Iterations Wind Importance Factor :1.00 60.00 mph Serviceability Seg Elev (ft) FX (-) (lb)(lb) FY (-)MY (lb-ft)(lb-ft) MZ Applied Segment Forces Summary Lateral Axial MomentTorsion 0.00 0.00 0.00 0.00 0.005.00 153.22 1,384.45 0.00 0.0010.00 150.83 1,619.84 0.00 0.0015.00 148.44 1,598.10 0.00 0.00 20.00 154.97 1,576.37 0.00 0.00 25.00 159.77 1,554.63 0.00 0.0030.00 163.26 1,532.89 0.00 0.0035.00 165.79 1,511.16 0.00 0.00 40.00 167.59 1,489.42 0.00 0.0044.75 160.24 1,394.82 0.00 0.00 45.00 8.49 125.13 0.00 0.0050.00 172.02 2,481.48 0.00 0.0052.00 68.51 981.29 0.00 0.00 55.00 103.05 762.18 0.00 0.00 60.00 172.37 1,255.39 0.00 0.0065.00 172.05 1,236.76 0.00 0.0070.00 171.46 1,218.13 0.00 0.0073.00 143.14 922.54 0.00 0.00 74.08 36.72 258.89 0.00 0.00 75.00 31.49 377.93 0.00 0.0080.00 172.11 2,040.29 0.00 0.0080.75 25.57 302.96 0.00 0.00 85.00 145.04 933.46 0.00 0.0090.00 169.48 1,082.39 0.00 0.00 95.00 167.90 1,065.32 0.00 0.00100.0 166.17 1,048.24 0.00 0.00103.9 128.73 809.26 0.00 0.00 105.0 35.76 360.09 0.00 0.00 110.0 164.51 1,643.56 0.00 0.00110.0 0.01 0.11 0.00 0.00114.0 179.58 788.57 0.00 0.00115.0 32.19 173.18 0.00 0.00 116.0 81.90 262.62 0.00 0.00 120.0 328.71 854.57 0.00 0.00125.0 157.82 842.39 0.00 0.00130.0 155.37 828.41 0.00 0.00135.0 313.93 893.64 0.00 0.00 140.0 150.18 775.87 0.00 0.00 142.0 1,021.36 2,019.74 0.00 0.00145.0 187.32 588.95 0.00 40.68150.0 144.64 697.08 0.00 0.00 151.7 49.85 240.77 0.00 0.00 155.0 92.88 699.57 0.00 0.00156.8 51.83 390.22 0.00 0.00160.0 88.60 357.28 0.00 0.00165.0 137.61 555.37 0.00 0.00 170.0 1,233.34 2,992.80 0.00 2,218.26 175.0 131.32 492.43 0.00 0.00180.0 128.08 432.37 0.00 0.00185.0 124.78 421.50 0.00 0.00 Pole :5/1/2012 8:51:13 PMCode: 33Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 27 Iterations Wind Importance Factor :1.00 60.00 mph Serviceability 186.0 769.28 1,912.40 0.00 0.00190.0 96.80 288.28 0.00 0.00195.0 117.98 350.57 0.00 0.00197.0 1,173.52 2,648.09 0.00 0.00 198.9 43.73 114.66 0.00 0.00 Totals:10,671.31 53,188.40 0.00 2,258.93 Pole :5/1/2012 8:51:13 PMCode: 34Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 27 Iterations Wind Importance Factor :1.00 60.00 mph Serviceability Calculated Forces Seg Elev (ft) Pn (kips) Vn (kips) Tn (ft-kips) Mn (ft-kips) Pu FY (-) (kips) Vu FX (-) (kips) Mu MX (ft-kips) MY (ft-kips)(ft-kips) MZ Tu Mu Ratio Deflect (in) Total Rotation (deg)(ft-kips) Moment Resultant phi phi phi phi 0.00 -53.18 -10.70 -1,426.810.00 0.00 1,426.81 5,455.75 2,727.88 6,571.5913,237.3 0.00 0.00 0.2275.00 -51.79 -10.59 -1,373.330.00 0.00 1,373.33 5,404.98 2,702.49 6,408.2712,908.3 0.03 -0.06 0.22410.00 -50.16 -10.49 -1,320.370.00 0.00 1,320.37 5,353.12 2,676.56 6,245.6012,580.7 0.12 -0.11 0.221 15.00 -48.55 -10.39 -1,267.920.00 0.00 1,267.92 5,300.18 2,650.09 6,083.6412,254.4 0.27 -0.17 0.21820.00 -46.96 -10.27 -1,216.000.00 0.00 1,216.00 5,246.16 2,623.08 5,922.4711,929.8 0.47 -0.23 0.214 25.00 -45.40 -10.15 -1,164.640.00 0.00 1,164.64 5,191.06 2,595.53 5,762.1411,606.8 0.74 -0.28 0.21130.00 -43.86 -10.02 -1,113.890.00 0.00 1,113.89 5,134.87 2,567.43 5,602.7111,285.7 1.07 -0.34 0.20735.00 -42.34 -9.89 -1,063.770.00 0.00 1,063.77 5,077.60 2,538.80 5,444.2410,966.5 1.45 -0.40 0.204 40.00 -40.84 -9.75 -1,014.320.00 0.00 1,014.32 5,019.24 2,509.62 5,286.8010,649.3 1.90 -0.46 0.200 44.75 -39.44 -9.60 -967.990.00 0.00 967.99 4,962.80 2,481.40 5,138.2310,350.1 2.39 -0.51 0.19645.00 -39.31 -9.61 -965.590.00 0.00 965.59 4,959.81 2,479.90 5,130.4410,334.4 2.41 -0.52 0.19650.00 -36.83 -9.44 -917.530.00 0.00 917.53 4,899.29 2,449.64 4,975.2310,021.7 2.99 -0.57 0.19252.00 -35.84 -9.38 -898.640.00 0.00 898.64 3,993.53 1,996.76 4,097.318,253.35 3.23 -0.60 0.228 55.00 -35.07 -9.30 -870.490.00 0.00 870.49 3,967.28 1,983.64 4,025.388,108.46 3.62 -0.63 0.225 60.00 -33.81 -9.16 -823.970.00 0.00 823.97 3,922.66 1,961.33 3,905.967,867.91 4.32 -0.70 0.22065.00 -32.56 -9.01 -778.190.00 0.00 778.19 3,876.96 1,938.48 3,787.177,628.63 5.09 -0.77 0.21470.00 -31.34 -8.85 -733.170.00 0.00 733.17 3,830.17 1,915.09 3,669.077,390.74 5.93 -0.83 0.20873.00 -30.41 -8.70 -706.630.00 0.00 706.63 3,801.58 1,900.79 3,598.577,248.72 6.46 -0.87 0.204 74.08 -30.15 -8.67 -697.210.00 0.00 697.21 3,791.16 1,895.58 3,573.187,197.58 6.66 -0.89 0.203 75.00 -29.77 -8.65 -689.260.00 0.00 689.26 3,782.31 1,891.15 3,551.737,154.36 6.83 -0.90 0.20280.00 -27.73 -8.47 -646.000.00 0.00 646.00 3,733.36 1,866.68 3,435.196,919.62 7.81 -0.96 0.19680.75 -27.42 -8.45 -639.650.00 0.00 639.65 3,339.34 1,669.67 3,114.866,274.36 7.96 -0.97 0.214 85.00 -26.48 -8.32 -603.740.00 0.00 603.74 3,304.74 1,652.37 3,029.486,102.38 8.85 -1.03 0.207 90.00 -25.39 -8.16 -562.150.00 0.00 562.15 3,263.02 1,631.51 2,929.565,901.12 9.97 -1.10 0.20095.00 -24.32 -8.00 -521.370.00 0.00 521.37 3,220.23 1,610.11 2,830.275,701.11 11.15 -1.16 0.192100.00 -23.27 -7.83 -481.390.00 0.00 481.39 3,176.35 1,588.18 2,731.675,502.49 12.40 -1.23 0.184103.92 -22.46 -7.70 -450.720.00 0.00 450.72 3,141.22 1,570.61 2,654.945,347.94 13.43 -1.28 0.177 105.00 -22.09 -7.67 -442.380.00 0.00 442.38 3,131.39 1,565.70 2,633.815,305.38 13.72 -1.29 0.175 110.00 -20.45 -7.48 -404.040.00 0.00 404.04 3,085.35 1,542.68 2,536.775,109.89 15.11 -1.35 0.166110.00 -20.45 -7.49 -404.030.00 0.00 404.03 2,354.82 1,177.41 1,969.513,967.25 15.11 -1.35 0.214114.00 -19.66 -7.30 -374.090.00 0.00 374.09 2,331.48 1,165.74 1,914.743,856.92 16.26 -1.40 0.204115.00 -19.48 -7.27 -366.790.00 0.00 366.79 2,325.54 1,162.77 1,901.063,829.38 16.56 -1.42 0.201 116.00 -19.22 -7.19 -359.520.00 0.00 359.52 2,319.56 1,159.78 1,887.403,801.86 16.86 -1.43 0.199 120.00 -18.37 -6.86 -330.760.00 0.00 330.76 2,295.18 1,147.59 1,832.863,691.99 18.08 -1.49 0.189125.00 -17.52 -6.70 -296.460.00 0.00 296.46 2,263.73 1,131.87 1,764.963,555.21 19.68 -1.55 0.176130.00 -16.69 -6.54 -262.960.00 0.00 262.96 2,231.21 1,115.60 1,697.423,419.17 21.34 -1.62 0.162 135.00 -15.80 -6.22 -230.270.00 0.00 230.27 2,197.59 1,098.80 1,630.313,283.99 23.07 -1.68 0.148140.00 -15.02 -6.05 -199.190.00 0.00 199.19 2,162.90 1,081.45 1,563.693,149.79 24.86 -1.74 0.134 142.00 -13.03 -4.98 -187.080.00 0.00 187.08 2,148.72 1,074.36 1,537.193,096.41 25.59 -1.76 0.128145.00 -12.45 -4.78 -172.110.00 0.00 172.11 2,127.12 1,063.56 1,497.623,016.70 26.71 -1.79 0.121150.00 -11.75 -4.62 -148.210.00 0.00 148.21 2,090.26 1,045.13 1,432.152,884.83 28.61 -1.84 0.109 151.75 -11.51 -4.57 -140.120.00 0.00 140.12 2,077.10 1,038.55 1,409.392,838.98 29.28 -1.86 0.105 155.00 -10.81 -4.46 -125.280.00 0.00 125.28 2,052.32 1,026.16 1,367.362,754.32 30.56 -1.89 0.097156.83 -10.42 -4.40 -117.100.00 0.00 117.10 1,448.01 724.01 971.491,956.91 31.29 -1.90 0.128160.00 -10.07 -4.30 -103.190.00 0.00 103.19 1,434.38 717.19 945.181,903.91 32.56 -1.93 0.116165.00 -9.51 -4.15 -81.680.00 0.00 81.68 1,411.97 705.99 903.721,820.40 34.60 -1.97 0.097 170.00 -6.56 -2.82 -58.700.00 0.00 58.70 1,388.48 694.24 862.441,737.24 36.69 -2.01 0.073 175.00 -6.08 -2.67 -44.610.00 0.00 44.61 1,363.90 681.95 821.391,654.56 38.81 -2.04 0.059180.00 -5.65 -2.53 -31.240.00 0.00 31.24 1,338.25 669.12 780.641,572.48 40.96 -2.07 0.044185.00 -5.23 -2.39 -18.580.00 0.00 18.58 1,311.50 655.75 740.251,491.12 43.14 -2.08 0.029186.00 -3.35 -1.55 -16.190.00 0.00 16.19 1,306.03 653.01 732.231,474.95 43.57 -2.09 0.025 Pole :5/1/2012 8:51:14 PMCode: 35Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Load Case:1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 27 Iterations Wind Importance Factor :1.00 60.00 mph Serviceability 190.00 -3.06 -1.45 -9.970.00 0.00 9.97 1,283.68 641.84 700.291,410.61 45.32 -2.09 0.017195.00 -2.72 -1.32 -2.730.00 0.00 2.73 1,254.77 627.39 660.801,331.07 47.52 -2.10 0.006 197.00 -0.11 -0.05 -0.090.00 0.00 0.09 1,242.91 621.45 645.151,299.55 48.40 -2.10 0.000198.92 0.00 -0.04 0.000.00 0.00 0.00 1,231.36 615.68 630.231,269.49 49.24 -2.10 0.000 Pole :5/1/2012 8:51:14 PMCode: 36Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Analysis Summary Load Case (kips) FZ Shear Reactions Axial FY (kips)(ft-kips) MX Moment Elev (ft)Ratio Interaction Max Usage Shear FX (kips) Moment MZ (ft-kips) Moment MY (ft-kips) 1.2D + 1.6W 42.93 0.00 63.74 0.00 0.00 5766.83 52.00 0.90 0.9D + 1.6W 42.90 0.00 47.78 0.00 0.00 5677.61 52.00 0.88 1.2D + 1.0Di + 1.0Wi 7.88 0.00 104.95 0.00 0.00 1116.57 52.00 0.19 1.0D + 1.0W 10.70 0.00 53.18 0.00 0.00 1426.81 52.00 0.23 Pole :5/1/2012 8:51:14 PMCode: 37Page: 15035 Location :Northampton Landfill MA, MA Height :198.9 (ft) Shape :16 Sides (in)59.20Base Dia : Base Elev :0.000 (ft)(in)25.22Top Dia : Taper :0.183078 (in/ft)Copyright © 2007 – 2011 by American Tower Corporation. All rights reserved. ANSI/TIA-222 Rev G Struct Class :II CExposure Category : 1Topographic Category : Base Summary Reactions Original Design Analysis Moment (kip-ft) Axial (kip) Shear (kip) Moment (kip-ft) Axial (kip) Shear (kip) Moment Design % 5,136.08 54.60 39.10 5,766.83 104.95 42.93 112.28 Phi Mn Ratio Base Plate Yield Thick Width Style Poly Clip Len Effective (ksi)(in)(in)(in)Len (in)Sides Mu (kip-in)(kip-in) 60.0 2.750 73.790 Polygon 16 0.00 9.420 530.66 961.77 0.55 Anchor Bolts Bolt Num Bolt Type Bolt Yield Ultimate Arrange Cluster Start Force Allow Ratio Ratio TensionCompression Circle Bolts Dia (in)(ksi)(ksi)(ksi)Dist (in) Angle (deg)(kip)(kip) Force (kip) Allow (kip) 67.79 20 2.25" 18J 2.25 75.00 100.00 Radial 0.00 0.0 209.41 260.00 0.82 198.92 260.00 0.78